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HomeMy WebLinkAboutDRC-2024-006919Qu a l i t y United States Office of Environmental EPA/600/R-96/084 Environmental Protection Information July, 2000 Agency Washington, DC 20460 Guidance for Data Quality Assessment Practical Methods for Data Analysis EPA QA/G-9 QA00 UPDATE FOREWORD This document is the 2000 (QA00) version of the Guidance for Data Quality Assessment which provides general guidance to organizations on assessing data quality criteria and performance specifications for decision making. The Environmental Protection Agency (EPA) has developed a process for performing Data Quality Assessment (DQA) Process for project managers and planners to determine whether the type, quantity, and quality of data needed to support Agency decisions has been achieved. This guidance is the culmination of experiences in the design and statistical analyses of environmental data in different Program Offices at the EPA. Many elements of prior guidance, statistics, and scientific planning have been incorporated into this document. This document is distinctly different from other guidance documents; it is not intended to be read in a linear or continuous fashion. The intent of the document is for it to be used as a "tool-box" of useful techniques in assessing the quality of data. The overall structure of the document will enable the analyst to investigate many different problems using a systematic methodology. This document is one of a series of quality management guidance documents that the EPA Quality Staff has prepared to assist users in implementing the Agency-wide Quality System. Other related documents include: EPA QA/G-4 Guidance for the Data Quality Objectives Process EPA QA/G-4D DEFT Software for the Data Quality Objectives Process EPA QA/G-4HW Guidance for the Data Quality Objectives Process for Hazardous Waste Site Investigations EPA QA/G-9D Data Quality Evaluation Statistical Toolbox (DataQUEST) This document is intended to be a "living document" that will be updated periodically to incorporate new topics and revisions or refinements to existing procedures. Comments received on this 2000 version will be considered for inclusion in subsequent versions. Please send your written comments on Guidance for Data Quality Assessment to: Quality Staff (2811R) Office of Environmental Information U.S. Environmental Protection Agency 1200 Pennsylvania Avenue, NW Washington, DC 20460 Phone: (202) 564-6830 Fax: (202) 565-2441 E-mail: quality@epa.gov EPA QA/G-9 Final QA00 Version i July 2000 EPA QA/G-9 Final QA00 Version ii July 2000 TABLE OF CONTENTS Page INTRODUCTION ....................................................... 0 -1 0.1 PURPOSE AND OVERVIEW ................................... 0 -1 0.2 DQA AND THE DATA LIFE CYCLE ............................ 0 -2 0.3 THE 5 STEPS OF DQA ........................................ 0 -2 0.4 INTENDED AUDIENCE ...................................... 0 -4 0.5 ORGANIZATION ............................................ 0 -4 0.6 SUPPLEMENTAL SOURCES .................................. 0 -4 STEP 1: REVIEW DQOs AND THE SAMPLING DESIGN ..................... 1 -1 1.1 OVERVIEW AND ACTIVITIES ................................ 1 -3 1.1.1 Review Study Objectives .................................. 1 -4 1.1.2 Translate Objectives into Statistical Hypotheses ................ 1 -4 1.1.3 Develop Limits on Decision Errors .......................... 1 -5 1.1.4 Review Sampling Design .................................. 1 -7 1.2 DEVELOPING THE STATEMENT OF HYPOTHESES .............. 1 -9 1.3 DESIGNS FOR SAMPLING ENVIRONMENTAL MEDIA ........... 1 -11 1.3.1 Authoritative Sampling .................................. 1 -11 1.3.2 Probability Sampling .................................... 1 -13 1.3.2.1 Simple Random Sampling ......................... 1 -13 1.3.2.2 Sequential Random Sampling ...................... 1 -13 1.3.2.3 Systematic Samples ............................. 1 -14 1.3.2.4 Stratified Samples ............................... 1 -14 1.3.2.5 Compositing Physical Samples ..................... 1 -15 1.3.2.6 Other Sampling Designs .......................... 1 -15 STEP 2: CONDUCT A PRELIMINARY DATA REVIEW ...................... 2 -1 2.1 OVERVIEW AND ACTIVITIES ................................. 2 -3 2.1.1 Review Quality Assurance Reports .......................... 2 -3 2.1.2 Calculate Basic Statistical Quantities ......................... 2 -4 2.1.3 Graph the Data ......................................... 2 -4 2.2 STATISTICAL QUANTITIES .................................. 2 -5 2.2.1 Measures of Relative Standing ............................. 2 -5 2.2.2 Measures of Central Tendency ............................. 2 -6 2.2.3 Measures of Dispersion ................................... 2 -8 2.2.4 Measures of Association .................................. 2 -8 2.2.4.1 Pearson’s Correlation Coefficient .................... 2 -8 2.2.4.2 Spearman’s Rank Correlation Coefficient ............. 2 -11 2.2.4.3 Serial Correlation Coefficient ...................... 2 -11 EPA QA/G-9 Final QA00 Version iii July 2000 Page 2.3 GRAPHICAL REPRESENTATIONS ............................ 2 -13 2.3.1 Histogram/Frequency Plots ............................... 2 -13 2.3.2 Stem-and-Leaf Plot ..................................... 2 -15 2.3.3 Box and Whisker Plot ................................... 2 -17 2.3.4 Ranked Data Plot ...................................... 2 -17 2.3.5 Quantile Plot .......................................... 2 -21 2.3.6 Normal Probability Plot (Quantile-Quantile Plot) . .............. 2 -22 2.3.7 Plots for Two or More Variables ........................... 2 -26 2.3.7.1 Plots for Individual Data Points ..................... 2 -26 2.3.7.2 Scatter Plot ................................... 2 -27 2.3.7.3 Extensions of the Scatter Plot ...................... 2 -27 2.3.7.4 Empirical Quantile-Quantile Plot .................... 2 -30 2.3.8 Plots for Temporal Data ................................. 2 -30 2.3.8.1 Time Plot ..................................... 2 -32 2.3.8.2 Plot of the Autocorrelation Function (Correlogram) ..... 2 -33 2.3.8.3 Multiple Observations Per Time Period ............... 2 -35 2.3.9 Plots for Spatial Data ................................... 2 -36 2.3.9.1 Posting Plots .................................. 2 -37 2.3.9.2 Symbol Plots .................................. 2 -37 2.3.9.3 Other Spatial Graphical Representations .............. 2 -39 2.4 Probability Distributions ....................................... 2 -39 2.4.1 The Normal Distribution ................................. 2 -39 2.4.2 The t-Distribution ...................................... 2 -40 2.4.3 The Lognormal Distribution .............................. 2 -40 2.4.4 Central Limit Theorem .................................. 2 -41 STEP 3: SELECT THE STATISTICAL TEST ............................... 3 -1 3.1 OVERVIEW AND ACTIVITIES ................................. 3 -3 3.1.1 Select Statistical Hypothesis Test ........................... 3 -3 3.1.2 Identify Assumptions Underlying the Statistical Test ............. 3 -3 3.2 TESTS OF HYPOTHESES ABOUT A SINGLE POPULATION ........ 3 -4 3.2.1 Tests for a Mean ........................................ 3 -4 3.2.1.1 The One-Sample t-Test ............................ 3 -5 3.2.1.2 The Wilcoxon Signed Rank (One-Sample) Test ........ 3 -11 3.2.1.3 The Chen Test ................................... 3 -15 3.2.2 Tests for a Proportion or Percentile ......................... 3 -16 3.2.2.1 The One-Sample Proportion Test ................... 3 -18 3.2.3 Tests for a Median ..................................... 3 -18 3.2.4 Confidence Intervals .................................... 3 -20 3.3 TESTS FOR COMPARING TWO POPULATIONS ................. 3 -21 EPA QA/G-9 Final QA00 Version iv July 2000 Page 3.3.1 Comparing Two Means .................................. 3 -22 3.3.1.1 Student's Two-Sample t-Test (Equal Variances) .. ...... 3 -23 3.3.1.2 Satterthwaite's Two-Sample t-Test (Unequal Variances) .. 3 -23 3.3.2 Comparing Two Proportions or Percentiles ................... 3 -27 3.3.2.1 Two-Sample Test for Proportions ................... 3 -28 3.3.3 Nonparametric Comparisons of Two Population . .............. 3 -31 3.3.3.1 The Wilcoxon Rank Sum Test ..................... 3 -31 3.3.3.2 The Quantile Test ............................... 3 -35 3.3.4 Comparing Two Medians ................................ 3 -36 3.4 Tests for Comparing Several Populations .......................... 3 -37 3.4.1 Tests for Comparing Several Means ........................ 3 -37 3.4.1.1 Dunnett’s Test .................................. 3 -38 STEP 4: VERIFY THE ASSUMPTIONS OF THE STATISTICAL TEST ......... 4 -1 4.1 OVERVIEW AND ACTIVITIES ................................. 4 -3 4.1.1 Determine Approach for Verifying Assumptions ................ 4 -3 4.1.2 Perform Tests of Assumptions ............................. 4 -4 4.1.3 Determine Corrective Actions ............................. 4 -5 4.2 TESTS FOR DISTRIBUTIONAL ASSUMPTIONS .................. 4 -5 4.2.1 Graphical Methods ...................................... 4 -7 4.2.2 Shapiro-Wilk Test for Normality (the W test) .................. 4 -8 4.2.3 Extensions of the Shapiro-Wilk Test (Filliben's Statistic) ......... 4 -8 4.2.4 Coefficient of Variation ................................... 4 -8 4.2.5 Coefficient of Skewness/Coefficient of Kurtosis Tests . ........... 4 -9 4.2.6 Range Tests .......................................... 4 -10 4.2.7 Goodness-of-Fit Tests ................................... 4 -12 4.2.8 Recommendations ...................................... 4 -13 4.3 TESTS FOR TRENDS ........................................ 4 -13 4.3.1 Introduction .......................................... 4 -13 4.3.2 Regression-Based Methods for Estimating and Testing for Trends . 4 -14 4.3.2.1 Estimating a Trend Using the Slope of the Regression Line 4 -14 4.3.2.2 Testing for Trends Using Regression Methods ......... 4 -15 4.3.3 General Trend Estimation Methods ......................... 4 -16 4.3.3.1 Sen's Slope Estimator ............................ 4 -16 4.3.3.2 Seasonal Kendall Slope Estimator ................... 4 -16 4.3.4 Hypothesis Tests for Detecting Trends ...................... 4 -16 4.3.4.1 One Observation per Time Period for One Sampling Location ............................ 4 -16 4.3.4.2 Multiple Observations per Time Period for One Sampling Location ......................... 4 -19 EPA QA/G-9 Final QA00 Version v July 2000 Page 4.3.4.3 Multiple Sampling Locations with Multiple Observations . 4 -20 4.3.4.4 One Observation for One Station with Multiple Seasons . 4 -22 4.3.5 A Discussion on Tests for Trends .......................... 4 -23 4.3.6 Testing for Trends in Sequences of Data ..................... 4 -24 4.4 OUTLIERS ................................................ 4 -24 4.4.1 Background .......................................... 4 -24 4.4.2 Selection of a Statistical Test ............................. 4 -27 4.4.3 Extreme Value Test (Dixon's Test) ......................... 4 -27 4.4.4 Discordance Test ...................................... 4 -29 4.4.5 Rosner's Test ......................................... 4 -30 4.4.6 Walsh's Test .......................................... 4 -32 4.4.7 Multivariate Outliers .................................... 4 -32 4.5 TESTS FOR DISPERSIONS ................................... 4 -33 4.5.1 Confidence Intervals for a Single Variance ................... 4 -33 4.5.2 The F-Test for the Equality of Two Variances ................. 4 -33 4.5.3 Bartlett's Test for the Equality of Two or More Variances ........ 4 -33 4.5.4 Levene's Test for the Equality of Two or More Variances ........ 4 -35 4.6 TRANSFORMATIONS ....................................... 4 -39 4.6.1 Types of Data Transformations ............................ 4 -39 4.6.2 Reasons for Transforming Data ............................ 4 -41 4.7 VALUES BELOW DETECTION LIMITS ........................ 4 -42 4.7.1 Less than 15% Nondetects - Substitution Methods ............. 4 -43 4.7.2 Between 15-50% Nondetects ............................. 4 -43 4.7.2.1 Cohen's Method ................................ 4 -43 4.7.2.2 Trimmed Mean ................................. 4 -45 4.7.2.3 Winsorized Mean and Standard Deviation . ............ 4 -45 4.7.2.4 Atchison’s Method .............................. 4 -46 4.7.2.5 Selecting Between Atchison’s Method or Cohen’s Method . 4 -49 4.7.3 Greater than 5-% Nondetects - Test of Proportions ............. 4 -50 4.7.4 Recommendations ...................................... 4 -50 4.8 INDEPENDENCE ........................................... 4 -51 STEP 5: DRAW CONCLUSIONS FROM THE DATA ......................... 5 -1 5.1 OVERVIEW AND ACTIVITIES ................................. 5 -3 5.1.1 Perform the Statistical Hypothesis Test ....................... 5 -3 5.1.2 Draw Study Conclusions .................................. 5 -3 5.1.3 Evaluate Performance of the Sampling Design .................. 5 -5 5.2 INTERPRETING AND COMMUNICATING THE TEST RESULTS . .... 5 -6 5.2.1 Interpretation of p-Values ................................. 5 -7 5.2.2 "Accepting" vs. "Failing to Reject" the Null Hypothesis . .......... 5 -7 EPA QA/G-9 Final QA00 Version vi July 2000 Page 5.2.3 Statistical Significance vs. Practical Significance . ............... 5 -8 5.2.4 Impact of Bias on Test Results ............................. 5 -8 5.2.5 Quantity vs. Quality of Data .............................. 5 -11 5.2.6 "Proof of Safety" vs. "Proof of Hazard" ..................... 5 -12 APPENDIX A: STATISTICAL TABLES ....................................A - 1 APPENDIX B: REFERENCES ............................................B - 2 EPA QA/G-9 Final QA00 Version vii July 2000 This page is intentionally blank. EPA QA/G-9 Final QA00 Version viii July 2000 INTRODUCTION 0.1 PURPOSE AND OVERVIEW Data Quality Assessment (DQA) is the scientific and statistical evaluation of data to determine if data obtained from environmental data operations are of the right type, quality, and quantity to support their intended use. This guidance demonstrates how to use DQA in evaluating environmental data sets and illustrates how to apply some graphical and statistical tools for performing DQA. The guidance focuses primarily on using DQA in environmental decision making; however, the tools presented for preliminary data review and verifying statistical assumptions are useful whenever environmental data are used, regardless of whether the data are used for decision making. DQA is built on a fundamental premise: data quality, as a concept, is meaningful only when it relates to the intended use of the data. Data quality does not exist in a vacuum; one must know in what context a data set is to be used in order to establish a relevant yardstick for judging whether or not the data set is adequate. By using the DQA, one can answer two fundamental questions: 1. Can the decision (or estimate) be made with the desired confidence, given the quality of the data set? 2. How well can the sampling design be expected to perform over a wide range of possible outcomes? If the same sampling design strategy is used again for a similar study, would the data be expected to support the same intended use with the desired level of confidence, particularly if the measurement results turned out to be higher or lower than those observed in the current study? The first question addresses the data user's immediate needs. For example, if the data provide evidence strongly in favor of one course of action over another, then the decision maker can proceed knowing that the decision will be supported by unambiguous data. If, however, the data do not show sufficiently strong evidence to favor one alternative, then the data analysis alerts the decision maker to this uncertainty. The decision maker now is in a position to make an informed choice about how to proceed (such as collect more or different data before making the decision, or proceed with the decision despite the relatively high, but acceptable, probability of drawing an erroneous conclusion). The second question addresses the data user's potential future needs. For example, if investigators decide to use a certain sampling design at a different location from where the design was first used, they should determine how well the design can be expected to perform given that the outcomes and environmental conditions of this sampling event will be different from those of the original event. Because environmental conditions will vary from one location or time to another, the adequacy of the sampling design approach should be evaluated over a broad range of possible outcomes and conditions. EPA QA/G-9 Final QA00 Version 0 - 1 July 2000 0.2 DQA AND THE DATA LIFE CYCLE The data life cycle (depicted in Figure 0-1) comprises three steps: planning, implementation, and assessment. During the planning phase, the Data Quality Objectives (DQO) Process (or some other systematic planning procedure) is used to define quantitative and qualitative criteria for determining when, where, and how many samples (measurements) to collect and a desired level of confidence. This information, along with the sampling methods, analytical procedures, and appropriate quality assurance (QA) and quality control (QC) procedures, are documented in the QA Project Plan. Data are then collected following the QA Project Plan specifications. DQA completes the data life cycle by providing the assessment needed to determine if the planning objectives were achieved. During the assessment phase, the data are validated and verified to ensure that the sampling and analysis protocols specified in the QA Project Plan were followed, and that the measurement systems performed in accordance with the criteria specified in the QA Project Plan. DQA then proceeds using the validated data set to determine if the quality of the data is satisfactory. IMPLEMENTATION Field Data Collection and Associated Quality Assurance / Quality Control Activities PLANNING Data Quality Objectives Process Quality Assurance Project Plan Development ASSESSMENT Data Validation/Verification Data Quality Assessment OUTPUT INPUT OUTPUT QUALITY ASSURANCE ASSESSMENT CONCLUSIONS DRAWN FROM DATA DATA VALIDATION/VERIFICATION Verify measurement performance Verify measurement procedures and reporting requirements VALIDATED/VERIFIED DATA DATA QUALITY ASSESSMENT Review DQOs and design Conduct preliminary data review Select statistical test Verify assumptions Draw conclusions QC/Performance Evaluation DataRoutine Data INPUTS Figure 0-1. DQA in the Context of the Data Life Cycle 0.3 THE 5 STEPS OF THE DQA The DQA involves five steps that begin with a review of the planning documentation and end with an answer to the question posed during the planning phase of the study. These steps roughly parallel the actions of an environmental statistician when analyzing a set of data. The five EPA QA/G-9 Final QA00 Version 0 - 2 July 2000 steps, which are described in detail in the remaining chapters of this guidance, are briefly summarized as follows: 1. Review the Data Quality Objectives (DQOs) and Sampling Design: Review the DQO outputs to assure that they are still applicable. If DQOs have not been developed, specify DQOs before evaluating the data (e.g., for environmental decisions, define the statistical hypothesis and specify tolerable limits on decision errors; for estimation problems, define an acceptable confidence or probability interval width). Review the sampling design and data collection documentation for consistency with the DQOs. 2. Conduct a Preliminary Data Review: Review QA reports, calculate basic statistics, and generate graphs of the data. Use this information to learn about the structure of the data and identify patterns, relationships, or potential anomalies. 3. Select the Statistical Test: Select the most appropriate procedure for summarizing and analyzing the data, based on the review of the DQOs, the sampling design, and the preliminary data review. Identify the key underlying assumptions that must hold for the statistical procedures to be valid. 4. Verify the Assumptions of the Statistical Test: Evaluate whether the underlying assumptions hold, or whether departures are acceptable, given the actual data and other information about the study. 5. Draw Conclusions from the Data: Perform the calculations required for the statistical test and document the inferences drawn as a result of these calculations. If the design is to be used again, evaluate the performance of the sampling design. These five steps are presented in a linear sequence, but the DQA is by its very nature iterative. For example, if the preliminary data review reveals patterns or anomalies in the data set that are inconsistent with the DQOs, then some aspects of the study planning may have to be reconsidered in Step 1. Likewise, if the underlying assumptions of the statistical test are not supported by the data, then previous steps of the DQA may have to be revisited. The strength of the DQA is that it is designed to promote an understanding of how well the data satisfy their intended use by progressing in a logical and efficient manner. Nevertheless, it should be emphasized that the DQA cannot absolutely prove that one has or has not achieved the DQOs set forth during the planning phase of a study. This situation occurs because a decision maker can never know the true value of the item of interest. Data collection only provides the investigators with an estimate of this, not its true value. Further, because analytical methods are not perfect, they too can only provide an estimate of the true value of an environmental sample. Because investigators make a decision based on estimated and not true values, they run the risk of making a wrong decision (decision error) about the item of interest. EPA QA/G-9 Final QA00 Version 0 - 3 July 2000 0.4 INTENDED AUDIENCE This guidance is written for a broad audience of potential data users, data analysts, and data generators. Data users (such as project managers, risk assessors, or principal investigators who are responsible for making decisions or producing estimates regarding environmental characteristics based on environmental data) should find this guidance useful for understanding and directing the technical work of others who produce and analyze data. Data analysts (such as quality assurance specialists, or any technical professional who is responsible for evaluating the quality of environmental data) should find this guidance to be a convenient compendium of basic assessment tools. Data generators (such as analytical chemists, field sampling specialists, or technical support staff responsible for collecting and analyzing environmental samples and reporting the resulting data values) should find this guidance useful for understanding how their work will be used and for providing a foundation for improving the efficiency and effectiveness of the data generation process. 0.5 ORGANIZATION This guidance presents background information and statistical tools for performing DQA. Each chapter corresponds to a step in the DQA and begins with an overview of the activities to be performed for that step. Following the overviews in Chapters 1, 2, 3, and 4, specific graphical or statistical tools are described and step-by-step procedures are provided along with examples. 0.6 SUPPLEMENTAL SOURCES Many of the graphical and statistical tools presented in this guidance are also implemented in a user-friendly, personal computer software program called Data Quality Evaluation Statistical Tools (DataQUEST) (G-9D) (EPA, 1996). DataQUEST simplifies the implementation of DQA by automating many of the recommended statistical tools. DataQUEST runs on most IBM- compatible personal computers using the DOS operating system; see the DataQUEST User's Guide for complete information on the minimum computer requirements. EPA QA/G-9 Final QA00 Version 0 - 4 July 2000 CHAPTER 1 STEP 1: REVIEW DQOs AND THE SAMPLING DESIGN THE DATA QUALITY ASSESSMENT PROCESS Review DQOs and Sampling Design Conduct Preliminary Data Review Select the Statistical Test Verify the Assumptions Draw Conclusions From the Data REVIEW DQOs AND SAMPLING DESIGN Purpose Review the DQO outputs, the sampling design, and any data collection documentation for consistency. If DQOs have not been developed, define the statistical hypothesis and specify tolerable limits on decision errors. Activities Review Study Objectives Translate Objectives into Statistical Hypothesis Develop Limits on Decision Errors Review Sampling Design Tools Statements of hypotheses Sampling design concepts Step 1: Review DQOs and Sampling Design • Review the objectives of the study. • If DQOs have not been developed, review Section 1.1.1 and define these objectives. • If DQOs were developed, review the outputs from the DQO Process. • Translate the data user's objectives into a statement of the primary statistical hypothesis. • If DQOs have not been developed, review Sections 1.1.2 and 1.2, and Box 1-1, then develop a statement of the hypothesis based on the data user's objectives. • If DQOs were developed, translate them into a statement of the primary hypothesis. • Translate the data user's objectives into limits on Type I or Type II decision errors. • If DQOs have not been developed, review Section 1.1.3 and document the data user's tolerable limits on decision errors. • If DQOs were developed, confirm the limits on decision errors. • Review the sampling design and note any special features or potential problems. • Review the sampling design for any deviations (Sections 1.1.4 and 1.3). EPA QA/G-9 Final QA00 Version 1 - 1 July 2000 List of Boxes Page Box 1-1: Example Applying the DQO Process Retrospectively ...................... 1 - 8 List of Tables Page Table 1-1. Choosing a Parameter of Interest .................................... 1 - 6 Table 1-2. Commonly Used Statements of Statistical Hypotheses . .................. 1 - 12 List of Figures Page Figure 1-1. The Data Quality Objectives Process ................................ 1 - 3 EPA QA/G-9 Final QA00 Version 1 - 2 July 2000 CHAPTER 1 STEP 1: REVIEW DQOs AND THE SAMPLING DESIGN 1.1 OVERVIEW AND ACTIVITIES DQA begins by reviewing the key outputs from the planning phase of the data life cycle: the Data Quality Objectives (DQOs), the Quality Assurance (QA) Project Plan, and any associated documents. The DQOs provide the context for understanding the purpose of the data collection effort and establish the qualitative and quantitative criteria for assessing the quality of the data set for the intended use. The sampling design (documented in the QA Project Plan) provides important information about how to interpret the data. By studying the sampling design, the analyst can gain an understanding of the assumptions under which the design was developed, as well as the relationship between these assumptions and the DQOs. By reviewing the methods by which the samples were collected, measured, and reported, the analyst prepares for the preliminary data review and subsequent steps of DQA. Careful planning improves the representativeness and overall quality of a sampling design, the effectiveness and efficiency with which the sampling and analysis plan is implemented, and the usefulness of subsequent DQA efforts. Given the benefits of planning, the Agency has developed the DQO Process which is a logical, systematic planning procedure based on the scientific method. The DQO Process emphasizes the planning and development of a sampling design to collect the right type, quality, and quantity of data needed to support the decision. Using both the DQO Process and the DQA will help to ensure that the decisions are supported by data of adequate quality; the DQO Process does so prospectively and the DQA does so retrospectively. When DQOs have not been developed during the planning phase of the study, it is necessary to develop statements of the data user's objectives prior to conducting DQA. The primary purpose of stating the data user's objectives prior to analyzing the data is to establish appropriate criteria for evaluating the quality of the data with respect to their intended use. Analysts who are not familiar with the DQO Process should refer to the Guidance for the Data Quality Objectives Process (QA/G-4) (1994), a book on statistical decision EPA QA/G-9 QA00 Version 1 - 3 Step 1. Define the problem; identify the planning team; examine budget, schedule. Step 2. State decision; identify study question; define alternative actions. Step 3. Identify information needed for the decision (information sources, basis for Action Level, sampling/analysis method). Step 4. Specify sample characteristics; define spatial/temporal limits, units of decision making. Step 5. Define statistical parameter (mean, median); specify Action Level; develop logic for action. Step 6. Set acceptable limits for decision errors relative to consequences (health effects, costs). Step 7. Select resource-effective sampling and analysis plan that meets the performance criteria. State the Problem Identify the Decision Identify the Inputs to the Decision Define the Boundaries of the Study Develop a Decision Rule Specify Tolerable Limits on Decision Errors Optimize the Design for Obtaining Data Figure 1-1. The Data Quality Objectives Process Final July 2000 making using tests of hypothesis, or consult a statistician. The seven steps of the DQO Process are illustrated in Figure 1.1. The remainder of this chapter addresses recommended activities for performing this step of DQA and technical considerations that support these activities. The remainder of this section describes the recommended activities, the first three of which will differ depending on whether DQOs have already been developed for the study. Section 1.2 describes how to select the null and alternative hypothesis and Section 1.3 presents a brief overview of different types of sampling designs. 1.1.1 Review Study Objectives In this activity, the objectives of the study are reviewed to provide context for analyzing the data. If a planning process has been implemented before the data are collected, then this step reduces to reviewing the documentation on the study objectives. If no planning process was used, the data user should: • Develop a concise definition of the problem (DQO Process Step 1) and the decision (DQO Process Step 2) for which the data were collected. This should provide the fundamental reason for collecting the environmental data and identify all potential actions that could result from the data analysis. • Identify if any essential information is missing (DQO Process Step 3). If so, either collect the missing information before proceeding, or select a different approach to resolving the decision. • Specify the scale of decision making (any subpopulations of interest) and any boundaries on the study (DQO Process Step 4) based on the sampling design. The scale of decision making is the smallest area or time period to which the decision will apply. The sampling design and implementation may restrict how small or how large this scale of decision making can be. 1.1.2 Translate Objectives into Statistical Hypotheses In this activity, the data user's objectives are used to develop a precise statement of the primary1 hypotheses to be tested using environmental data. A statement of the primary statistical hypotheses includes a null hypothesis, which is a "baseline condition" that is presumed to be true in the absence of strong evidence to the contrary, and an alternative hypothesis, which bears the burden of proof. In other words, the baseline condition will be retained unless the alternative 1 Throughout this document, the term "primary hypotheses" refers to the statistical hypotheses that correspond to the data user's decision. Other statistical hypotheses can be formulated to formally test the assumptions that underlie the specific calculations used to test the primary hypotheses. See Chapter 3 for examples of assumptions underlying primary hypotheses and Chapter 4 for examples of how to test these underlying assumptions. EPA QA/G-9 Final QA00 Version 1 - 4 July 2000 condition (the alternative hypothesis) is thought to be true due to the preponderance of evidence. In general, such hypotheses consist of the following elements: • a population parameter of interest, which describes the feature of the environment that the data user is investigating; • a numerical value to which the parameter will be compared, such as a regulatory or risk- based threshold or a similar parameter from another place (e.g., comparison to a reference site) or time (e.g., comparison to a prior time); and • the relation (such as "is equal to" or "is greater than") that specifies precisely how the parameter will be compared to the numerical value. To help the analyst decide what parameter value should be investigated, Table 1-1 compares the merits of the mean, upper proportion (percentile), and mean. If DQOs were developed, the statement of hypotheses already should be documented in the outputs of Step 6 of the DQO Process. If DQOs have not been developed, then the analyst should consult with the data user to develop hypotheses that address the data user's concerns. Section 1.2 describes in detail how to develop the statement of hypotheses and includes a list of common encountered hypotheses for environmental decisions. 1.1.3 Develop Limits on Decision Errors The goal of this activity is to develop numerical probability limits that express the data user's tolerance for committing false rejection (Type I) or false acceptance (Type II) decision errors as a result of uncertainty in the data. A false rejection error occurs when the null hypothesis is rejected when it is true. A false acceptance decision error occurs when the null hypothesis is not rejected when it is false. These are the statistical definitions of false rejection and false acceptance decision errors. Other commonly used phrases include "level of significance" which is equal to the Type I Error (false rejection) and "complement of power" equal to the Type II Error (false acceptance). If tolerable decision error rates were not established prior to data collection, then the data user should: • Specify the gray region where the consequences of a false acceptance decision error are relatively minor (DQO Process Step 6). The gray region is bounded on one side by the threshold value and on the other side by that parameter value where the consequences of making a false acceptance decision error begin to be significant. Establish this boundary by evaluating the consequences of not rejecting the null hypothesis when it is false and then place the edge of the gray region where these consequences are severe enough to set a limit on the magnitude of this false acceptance decision error. The gray region is the area between this parameter value and the threshold value. The width of the gray region represents one important aspect of the decision maker's concern for decision errors. A more narrow gray region implies a desire to detect EPA QA/G-9 Final QA00 Version 1 - 5 July 2000 Table 1-1. Choosing a Parameter of Interest Parameter Points to Consider Mean 1. 2. 3. 4. 5. 6. 7. Easy to calculate and estimate a confidence interval. Useful when the standard has been based on consideration of health effects or long-term average exposure. Useful when the data have little variation from sample to sample or season to season. If the data have a large coefficient of variation (greater than about 1.5) testing the mean can require more samples than for testing an upper percentile in order to provide the same protection to human health and the environment. Can have high false rejection rates with small sample sizes and highly skewed data, i.e., when the contamination levels are generally low with only occasional short periods of high contamination. Not as powerful for testing attainment when there is a large proportion of less-than-detection-limit values. Is adversely affected by outliers or errors in a few data values. Upper Proportion (Percentile) 1. 2. 3. 4. 5. 6. Requiring that an upper percentile be less than a standard can limit the occurrence of samples with high concentrations, depending on the selected percentile. Unaffected by less-than-detection-limit values, as long as the detection limit is less than the cleanup standard. If the health effects of the contaminant are acute, extreme concentrations are of concern and are best tested by ensuring that a large portion of the measurements are below a standard. The proportion of the samples that must be below the standard must be chosen. For highly variable or skewed data, can provide similar protection of human health and the environment with a smaller size than when testing the mean. Is relatively unaffected by a small number of outliers. Median 1. 2. 3. 4. Has benefits over the mean because it is not as heavily influenced by outliers and highly variable data, and can be used with a large number of less-than-detection-limit values. Has many of the positive features of the mean, in particular its usefulness of evaluating standards based on health effects and long-term average exposure. For positively skewed data, the median is lower than the mean and therefore testing the median provides less protection for human health and the environment than testing the mean. Retains some negative features of the mean in that testing the median will not limit the occurrence of extreme values. EPA QA/G-9 Final QA00 Version 1 - 6 May 2000 conclusively the condition when the true parameter value is close to the threshold value ("close" relative to the variability in the data). • Specify tolerable limits on the probability of committing false rejection and false acceptance decision errors (DQO Process Step 6) that reflect the decision maker's tolerable limits for making an incorrect decision. Select a possible value of the parameter; then, choose a probability limit based on an evaluation of the seriousness of the potential consequences of making the decision error if the true parameter value is located at that point. At a minimum, the decision maker should specify a false rejection decision error limit at the threshold value ("), and a false acceptance decision error limit at the other edge of the gray region ($). An example of the gray region and limits on the probability of committing both false rejection and false acceptance decision errors are contained in Box 1-1. If DQOs were developed for the study, the tolerable limits on decision errors will already have been developed. These values can be transferred directly as outputs for this activity. In this case, the action level is the threshold value; the false rejection error rate at the action level is the Type I error rate or "; and the false acceptance error rate at the other bound of the gray region is the Type II error rate or $. 1.1.4 Review Sampling Design The goal of this activity is to familiarize the analyst with the main features of the sampling design that was used to generate the environmental data. The overall type of sampling design and the manner in which samples were collected or measurements were taken will place conditions and constraints on how the data must be used and interpreted. Section 1.3 provides additional information about several different types of sampling designs that are commonly used in environmental studies. Review the sampling design documentation with the data user's objectives in mind. Look for design features that support or contradict those objectives. For example, if the data user is interested in making a decision about the mean level of contamination in an effluent stream over time, then composite samples may be an appropriate sampling approach. On the other hand, if the data user is looking for hot spots of contamination at a hazardous waste site, compositing should only be used with caution, to avoid "averaging away" hot spots. Also, look for potential problems in the implementation of the sampling design. For example, verify that each point in space (or time) had an equal probability of being selected for a simple random sampling design. Small deviations from a sampling plan may have minimal effect on the conclusions drawn from the data set. Significant or substantial deviations should be flagged and their potential effect carefully considered throughout the entire DQA. EPA QA/G-9 Final QA00 Version 1 - 7 July 2000 True Mean Cadmium (mg/l) 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Gray Region To l e r a b l e P r o b a b i l i t y o f D e c i d i n g t h a t th e P a r a m e t e r E x c e e d s t h e A c t i o n L e v e l Decision Error Rates Tolerable False Positive Decision Error Rates Tolerable False Negative Decision Error (Relatively Large Rates are Considered Tolerable.) .25 .50 .75 1.0 1.25 1.5 1.75 2.00 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Action Level Decision Performance Goal Diagram Box 1-1: A waste incineration company was concerned that waste fly ash could contain hazardous levels of cadmium and should be disposed of in a RCRA landfill. consisting of eight grab samples were taken from each load of waste. samples were then analyzed using a method specified in 40 CFR, Pt. 261, App. II. developed for this problem; therefore, study objectives (Sections 1.1.1 through 1.1.3) should be developed before the data are analyzed. 1.1.1 Review Study Objectives P Develop a concise definition of the problem – The problem is defined above. P Identify if any essential information is missing – It does not appear than any essential information is missing. P Specify the scale of decision making – Each waste load is sampled separately and decisions need to be made for each load. 1.1.2 Translate Objectives into Statistical Hypotheses Since composite samples were taken, the parameter of interest is the mean cadmium concentration. RCRA regulatory standard for cadmium in TCLP leachate is 1.0 mg/L. are "mean cadmium $ 1.0 mg/L" and "mean cadmium < 1.0 mg/L." There are two possible decision errors 1) to decide the waste is hazardous ("mean $ 1.0") when it truly is not ("mean < 1.0"), and 2) to decide the waste is not hazardous ("mean < 1.0") when it truly is ("mean $ 1.0"). potential consequences of this decision error include risk to human health and the environment. Therefore, this error will be labeled the false rejection error and the other error will be the false acceptance error. ("mean cadmium $ 1.0 mg/L") and the alternative hypothesis will be that the waste is not hazardous ("mean cadmium < 1.0 mg/L"). alternative hypotheses.) 1.1.3 Develop Limits on Decision Errors P Specify the gray region – The consequence of a false acceptance decision error near the action level is unnecessary resource expenditure. The amount of data also influences the width of the gray region. Therefore, for now, a gray region was set from .75 to 1.0 mg/L. could be revised depending on the power of the hypothesis test. P Specify tolerable limits on the probability of committing a decision error – Consequences of a false rejection error include risk to human health and environment. consequence for the landfill owners is the risk of fines and imprisonment. Therefore, the stringent limit of 0.05 was set on the probability of a false rejection decision error. Example Applying the DQO Process Retrospectively As a result, eight composite samples each The TCLP leachate from these DQOs were not Therefore, the scale of decision making is an individual load. The Therefore, the two hypotheses The risk of deciding the fly ash is not hazardous when it truly is hazardous is more severe since As a result of this decision, the null hypothesis will be that the waste is hazardous (See Section 1.2 for more information on developing the null and This region Another Consequences of a false acceptance error include unnecessary expenditures so EPA QA/G-9 Final QA00 Version 1 - 8 July 2000 1.2 DEVELOPING THE STATEMENT OF HYPOTHESES The full statement of the statistical hypotheses has two major parts: the null hypothesis (H0) and the alternative hypothesis (HA). In both parts, a population parameter is compared to either a fixed value (for a one-sample test) or another population parameter (for a two-sample test). The population parameter is a quantitative characteristic of the population that the data user wants to estimate using the data. In other words, the parameter describes that feature of the population that the data user will evaluate when making the decision. Table 1-1 describes several common statistical parameters. If the data user is interested in drawing inferences about only one population, then the null and alternative hypotheses will be stated in terms that relate the true value of the parameter to some fixed threshold value. A common example of this one-sample problem in environmental studies is when pollutant levels in an effluent stream are compared to a regulatory limit. If the data user is interested in comparing two populations, then the null and alternative hypotheses will be stated in terms that compare the true value of one population parameter to the corresponding true parameter value of the other population. A common example of this two-sample problem in environmental studies is when a potentially contaminated waste site is being compared to a reference area using samples collected from the respective areas. In this situation, the hypotheses often will be stated in terms of the difference between the two parameters. The decision on what should constitute the null hypothesis and what should be the alternative is sometimes difficult to ascertain. In many cases, this problem does not arise because the null and alternative hypotheses are determined by specific regulation. However, when the null hypothesis is not specified by regulation, it is necessary to make this determination. The test of hypothesis procedure prescribes that the null hypothesis is only rejected in favor of the alternative, provided there is overwhelming evidence from the data that the null hypothesis is false. In other words, the null hypothesis is considered to be true unless the data show conclusively that this is not so. Therefore, it is sometimes useful to choose the null and alternative hypotheses in light of the consequences of possibly making an incorrect decision between the null and alternative hypotheses. The true condition that occurs with the more severe decision error (not what would be decided in error based on the data) should be defined as the null hypothesis. For example, consider the two decision errors: "decide a company does not comply with environmental regulations when it truly does" and "decide a company does comply with environmental regulations when it truly does not." If the first decision error is considered the more severe decision error, then the true condition of this error, "the company does comply with the regulations" should be defined as the null hypothesis. If the second decision error is considered the more severe decision error, then the true condition of this error, "the company does not comply with the regulations" should be defined as the null hypothesis. An alternative method for defining the null hypothesis is based on historical information. If a large amount of information exists suggesting that one hypothesis is extremely likely, then this hypothesis should be defined as the alternative hypothesis. In this case, a large amount of data may not be necessary to provide overwhelming evidence that the other (null) hypothesis is false. EPA QA/G-9 Final QA00 Version 1 - 9 July 2000 For example, if the waste from an incinerator was previously hazardous and the waste process has not changed, it may be more cost-effective to define the alternative hypothesis as "the waste is hazardous" and the null hypothesis as "the waste is not hazardous." Consider a data user who wants to know whether the true mean concentration (µ) of atrazine in ground water at a hazardous waste site is greater than a fixed threshold value C. If the data user presumes from prior information that the true mean concentration is at least C due possibly to some contamination incident, then the data must provide compelling evidence to reject that presumption, and the hypotheses can be stated as follows: Narrative Statement of Hypotheses Statement of Hypotheses Using Standard Notation Null Hypothesis (Baseline Condition): The true mean concentration of atrazine in ground water is greater than or equal to the threshold value C; versus H0: µ $ C; versus Alternative Hypothesis: The true mean concentration of atrazine in ground water is less than the threshold value C. HA: µ < C On the other hand, if the data user presumes from prior information that the true mean concentration is less than C due possibly to the fact that the ground water has not been contaminated in the past, then the data must provide compelling evidence to reject that presumption, and the hypotheses can be stated as follows: Narrative Statement of Hypotheses Statement of Hypotheses Using Standard Notation Null Hypothesis (Baseline Condition): The true mean concentration of atrazine in ground water is less than or equal to the threshold value C; versus H0: µ # C; versus Alternative Hypothesis: The true mean concentration of atrazine in ground water is greater than the threshold value C. HA: µ > C EPA QA/G-9 Final QA00 Version 1 - 10 July 2000 In stating the primary hypotheses, it is convenient to use standard statistical notation, as shown throughout this document. However, the logic underlying the hypothesis always corresponds to the decision of interest to the data user. Table 1-2 summarizes common environmental decisions and the corresponding hypotheses. In Table 1-2, the parameter is denoted using the symbol "1," and the difference between two parameters is denoted using "11 -12" where 11 represents the parameter of the first population and 12 represents the parameter of the second population. The use of "1" is to avoid using the terms "population mean" or "population median" repeatedly because the structure of the hypothesis test remains the same regardless of the population parameter. The fixed threshold value is denoted "C," and the difference between two parameters is denoted "* 0" (often the null hypothesis is defined such that * 0 = 0). For the first problem in Table 1-2, only estimates of 1 that exceed C can cast doubt on the null hypothesis. This is called a one-tailed hypothesis test, because only parameter estimates on one side of the threshold value can lead to rejection of the null hypothesis. The second, fourth, and fifth rows of Table 1-2 are also examples of one-tailed hypothesis tests. The third and sixth rows of Table 1-2 are examples of two-tailed tests, because estimates falling both below and above the null-hypothesis parameter value can lead to rejection of the null hypothesis. Most hypotheses connected with environmental monitoring are one-tailed because high pollutant levels can harm humans or ecosystems. 1.3 DESIGNS FOR SAMPLING ENVIRONMENTAL MEDIA Sampling designs provide the basis for how a set of samples may be analyzed. Different sampling designs require different analysis techniques and different assessment procedures. There are two primary types of sampling designs: authoritative (judgment) sampling and probability sampling. This section describes some of the most common sampling designs. 1.3.1 Authoritative Sampling With authoritative (judgment) sampling, an expert having knowledge of the site (or process) designates where and when samples are to be taken. This type of sampling should only be considered when the objectives of the investigation are not of a statistical nature, for example, when the objective of a study is to identify specific locations of leaks, or when the study is focused solely on the sampling locations themselves. Generally, conclusions drawn from authoritative samples apply only to the individual samples and aggregation may result in severe bias and lead to highly erroneous conclusions. Judgmental sampling also precludes the use of the sample for any purpose other than the original one. Thus if the data may be used in further studies (e.g., for an estimate of variability in a later study), a probabilistic design should be used. When the study objectives involve estimation or decision making, some form of probability sampling should be selected. As described below, this does not preclude use of the expert's knowledge of the site or process in designing a probability-based sampling plan; however, EPA QA/G-9 Final QA00 Version 1 - 11 July 2000 Table 1-2. Commonly Used Statements of Statistical Hypotheses Type of Decision Null Hypothesis Alternative Hypothesis Compare environmental conditions to a fixed threshold value, such as a regulatory standard or acceptable risk level; presume that the true condition is less than the threshold value. H0: 1 # C HA: 1 > C Compare environmental conditions to a fixed threshold value; presume that the true condition is greater than the threshold value. H0: 1 $ C HA: 1 < C Compare environmental conditions to a fixed threshold value; presume that the true condition is equal to the threshold value and the data user is concerned whenever conditions vary significantly from this value. H0: 1 = C HA: 1 … C Compare environmental conditions associated with two different populations to a fixed threshold value (* 0) such as a regulatory standard or acceptable risk level; presume that the true condition is less than the threshold value. If it is presumed that conditions associated with the two populations are the same, the threshold value is 0. H0: 11 -12 # * 0 (H0: 11 -12 # 0) HA: 11 -12 > * 0 (HA: 11 -12 > 0) Compare environmental conditions associated with two different populations to a fixed threshold value (* 0) such as a regulatory standard or acceptable risk level; presume that the true condition is greater than the threshold value. If it is presumed that conditions associated with the two populations are the same, the threshold value is 0. H0: 11 -12 $ * 0 (H0: 11 -12 $ 0) HA: 11 -12 < * 0 (HA: 11 -12 < 0) Compare environmental conditions associated with two different populations to a fixed threshold value (* 0) such as a regulatory standard or acceptable risk level; presume that the true condition is equal to the threshold value. If it is presumed that conditions associated with the two populations are the same, the threshold value is 0. H0: 11 -12 = * 0 (H0: 11 -12 = 0) HA: 11 -12 … * 0 (HA: 11 -12 … 0) EPA QA/G-9 Final QA00 Version 1 - 12 July 2000 valid statistical inferences require that the plan incorporate some form of randomization in choosing the sampling locations or sampling times. For example, to determine maximum SO2 emission from a boiler, the sampling plan would reasonably focus, or put most of the weight on, periods of maximum or near-maximum boiler operation. Similarly, if a residential lot is being evaluated for contamination, then the sampling plan can take into consideration prior knowledge of contaminated areas, by weighting such areas more heavily in the sample selection and data analysis. 1.3.2 Probability Sampling Probability samples are samples in which every member of the target population (i.e., every potential sampling unit) has a known probability of being included in the sample. Probability samples can be of various types, but in some way, they all make use of randomization, which allows valid probability statements to be made about the quality of estimates or hypothesis tests that are derived from the resultant data. One common misconception of probability sampling procedures is that these procedures preclude the use of important prior information. Indeed, just the opposite is true. An efficient sampling design is one that uses all available prior information to stratify the region and set appropriate probabilities of selection. Another common misconception is that using a probability sampling design means allowing the possibility that the sample points will not be distributed appropriately across the region. However, if there is no prior information regarding the areas most likely to be contaminated, a grid sampling scheme (a type of stratified design) is usually recommended to ensure that the sampling points are dispersed across the region. 1.3.2.1 Simple Random Sampling The simplest type of probability sample is the simple random sample where every possible sampling unit in the target population has an equal chance of being selected. Simple random samples, like the other samples, can be either samples in time and/or space and are often appropriate at an early stage of an investigation in which little is known about systematic variation within the site or process. All of the sampling units should have equal volume or mass, and ideally be of the same shape if applicable. With a simple random sample, the term "random" should not be interpreted to mean haphazard; rather, it has the explicit meaning of equiprobable selection. Simple random samples are generally developed through use of a random number table or through computer generation of pseudo-random numbers. 1.3.2.2 Sequential Random Sampling Usually, simple random samples have a fixed sample size, but some alternative approaches are available, such as sequential random sampling, where the sample sizes are not fixed a priori. Rather, a statistical test is performed after each specimen's analysis (or after some minimum number have been analyzed). This strategy could be applicable when sampling and/or analysis is quite expensive, when information concerning sampling and/or measurement variability is lacking, EPA QA/G-9 Final QA00 Version 1 - 13 July 2000 when the characteristics of interest are stable over the time frame of the sampling effort, or when the objective of the sampling effort is to test a single specific hypothesis. 1.3.2.3 Systematic Samples In the case of spatial sampling, systematic sampling involves establishing a two- dimensional (or in some cases a three-dimensional) spatial grid and selecting a random starting location within one of the cells. Sampling points in the other cells are located in a deterministic way relative to that starting point. In addition, the orientation of the grid is sometimes chosen randomly and various types of systematic samples are possible. For example, points may be arranged in a pattern of squares (rectangular grid sampling) or a pattern of equilateral triangles (triangular grid sampling). The result of either approach is a simple pattern of equally spaced points at which sampling is to be performed. Systematic sampling designs have several advantages over random sampling and some of the other types of probability sampling. They are generally easier to implement, for example. They are also preferred when one of the objectives is to locate "hot spots" within a site or otherwise map the pattern of concentrations over a site. On the other hand, they should be used with caution whenever there is a possibility of some type of cyclical pattern in the waste site or process. Such a situation, combined with the uniform pattern of sampling points, could very readily lead to biased results. 1.3.2.4 Stratified Samples Another type of probability sample is the stratified random sample, in which the site or process is divided into two or more non-overlapping strata, sampling units are defined for each stratum, and separate simple random samples are employed to select the units in each stratum. (If a systematic sample were employed within each stratum, then the design would be referred to as a stratified systematic sample.) Strata should be defined so that physical samples within a stratum are more similar to each other than to samples from other strata. If so, a stratified random sample should result in more precise estimates of the overall population parameter than those that would be obtained from a simple random sample with the same number of sampling units. Stratification is a way to incorporate prior knowledge and professional judgment into a probabilistic sampling design. Generally, units that are "alike" or anticipated to be "alike" are placed together in the same stratum. Units that are contiguous in space (e.g., similar depths) or time are often grouped together into the same stratum, but characteristics other than spatial or temporal proximity can also be employed. Media, terrain characteristics, concentration levels, previous cleanup attempts, and confounding contaminants can be used to create strata. Advantages of stratified samples over random samples include their ability to ensure more uniform coverage of the entire target population and, as noted above, their potential for achieving greater precision in certain estimation problems. Even when imperfect information is used to form strata, the stratified random sample will generally be more cost-effective than a simple EPA QA/G-9 Final QA00 Version 1 - 14 July 2000 random sample. A stratified design can also be useful when there is interest in estimating or testing characteristics for subsets of the target population. Because different sampling rates can be used in different strata, one can oversample in strata containing those subareas of particular interest to ensure that they are represented in the sample. In general, statistical calculations for data generated via stratified samples are more complex than for random samples, and certain types of tests, for example, cannot be performed when stratified samples are employed. Therefore, a statistician should be consulted when stratified sampling is used. 1.3.2.5 Compositing Physical Samples When analysis costs are large relative to sampling costs, cost-effective plans can sometimes be achieved by compositing physical samples or specimens prior to analysis, assuming that there are no safety hazards or potential biases (for example, the loss of volatile organic compounds from a matrix) associated with such compositing. For the same total cost, compositing in this situation would allow a larger number of sampling units to be selected than would be the case if compositing were not used. Composite samples reflect a physical rather than a mathematical mechanism for averaging. Therefore, compositing should generally be avoided if population parameters other than a mean are of interest (e.g., percentiles or standard deviations). Composite sampling is also useful when the analyses of composited samples are to be used in a two-staged approach in which the composite-sample analyses are used solely as a screening mechanism to identify if additional, separate analyses need to be performed. This situation might occur during an early stage of a study that seeks to locate those areas that deserve increased attention due to potentially high levels of one or more contaminants. 1.3.2.6 Other Sampling Designs Adaptive sampling involves taking a sample and using the resulting information to design the next stage of sampling. The process may continue through several additional rounds of sampling and analysis. A common application of adaptive sampling to environmental problems involves subdividing the region of interest into smaller units, taking a probability sample of these units, then sampling all units that border on any unit with a concentration level greater than some specified level C. This process is continued until all newly sampled units are below C. The field of adaptive sampling is currently undergoing active development and can be expected to have a significant impact on environmental sampling. Ranked set sampling (RSS) uses the availability of an inexpensive surrogate measurement when it is correlated with the more expensive measurement of interest. The method exploits this correlation to obtain a sample which is more representative of the population that would be obtained by random sampling, thereby leading to more precise estimates of population parameters than what would be obtained by random sampling. RSS consists of creating n groups, each of size n (for a total of n2 initial samples), then ranking the surrogate from largest to smallest within each group. One sample from each group is then selected according to a specified procedure and these n samples are analyzed for the more expensive measurement of interest. EPA QA/G-9 Final QA00 Version 1 - 15 July 2000 This page is intentionally blank EPA QA/G-9 Final QA00 Version 1 - 16 July 2000 CHAPTER 2 STEP 2: CONDUCT A PRELIMINARY DATA REVIEW THE DATA QUALITY ASSESSMENT PROCESS Review DQOs and Sampling Design Conduct Preliminary Data Review Select the Statistical Test Verify the Assumptions Draw Conclusions From the Data CONDUCT PRELIMINARY DATA REVIEW Purpose Generate statistical quantities and graphical representations that describe the data. Use this information to learn about the structure of the data and identify any patterns or relationships. Activities Review Quality Assurance Reports Calculate Basic Statistical Quantities Graph the Data Tools Statistical quantities Graphical representations Step 2: Conduct a Preliminary Data Review • Review quality assurance reports. • Look for problems or anomalies in the implementation of the sample collection and analysis procedures. • Examine QC data for information to verify assumptions underlying the Data Quality Objectives, the Sampling and Analysis Plan, and the QA Project Plans. • Calculate the statistical quantities. • Consider calculating appropriate percentiles (Section 2.2.1) • Select measures of central tendency (Section 2.2.2) and dispersion (Section 2.2.3). • If the data involve two variables, calculate the correlation coefficient (Section 2.2.4). • Display the data using graphical representations. • Select graphical representations (Section 2.4) that illuminate the structure of the data set and highlight assumptions underlying the Data Quality Objectives, the Sampling and Analysis Plan, and the QA Project Plans. • Use a variety of graphical representations that examine different features of the set. EPA QA/G-9 Final QA00 Version 2 - 1 July 2000 Boxes Box 2-1: Directions for Calculating the Measure of Relative Standing (Percentiles) ...... 2 -6 Box 2-2: Directions for Calculating the Measures of Central Tendency ................ 2 -7 Box 2-3: Example Calculations of the Measures of Central Tendency . ................ 2 -7 Box 2-4: Directions for Calculating the Measures of Dispersion ..................... 2 -9 Box 2-5: Example Calculations of the Measures of Dispersion ...................... 2 -9 Box 2-6: Directions for Calculating Pearson’s Correlation Coefficient ............... 2 -10 Box 2-7: Directions for Calculating Spearman’s Correlation ....................... 2 -12 Box 2-8: Directions for Estimating the Serial Correlation Coefficient with a Example .... 2 -13 Box 2-9: Directions for Generating a Histogram and a Frequency Plot . .............. 2 -14 Box 2-10: Example of Generating a Histogram and a Frequency Plot ................ 2 -15 Box 2-11: Directions for Generating a Stem and Leaf Plot ........................ 2 -16 Box 2-12: Example of Generating a Stem and Leaf Plot .......................... 2 -16 Box 2-13: Directions for Generating a Box and Whiskers Plot ..................... 2 -18 Box 2-14: Example of a Box and Whiskers Plot ................................ 2 -18 Box 2-15: Directions for Generating a Ranked Data Plot ......................... 2 -19 Box 2-16: Example of Generating a Ranked Data Plot ........................... 2 -19 Box 2-17: Directions for Generating a Quantile Plot ............................. 2 -22 Box 2-18: Example of Generating a Quantile Plot ............................... 2 -22 Box 2-19: Directions for Constructing a Normal Probability Plot ................... 2 -23 Box 2-20: Example of Normal Probability Plot ................................. 2 -24 Box 2-21: Directions for Generating a Scatter Plot and an Example ................. 2 -28 Box 2-22: Directions for Constructing an Empirical Q-Q Plot with an Example ........ 2 -31 Figures Figure 2-1. Example of a Frequency Plot ..................................... 2 -13 Figure 2-2. Example of a Histogram ......................................... 2 -14 Figure 2-3. Example of a Box and Whisker Plot ................................ 2 -17 Figure 2-4. Example of a Ranked Data Plot ................................... 2 -20 Figure 2-5. Example of a Quantile Plot of Skewed Data .......................... 2 -21 Figure 2-6. Normal Probability Paper ........................................ 2 -25 Figure 2-7. Example of Graphical Representations of Multiple Variables .............. 2 -26 Figure 2-8. Example of a Scatter Plot ........................................ 2 -27 Figure 2-9. Example of a Coded Scatter Plot .................................. 2 -28 Figure 2-10. Example of a Parallel Coordinates Plot ............................. 2 -29 Figure 2-11. Example of a Matrix Scatter Plot ................................. 2 -29 Figure 2-12. Example of a Time Plot Showing a Slight Downward Trend . ........... 2 -33 Figure 2-13. Example of a Correlogram ...................................... 2 -34 Figure 2-14. Example of a Posting Plot ....................................... 2 -37 Figure 2-15. Example of a Symbol Plot ....................................... 2 -38 Figure 2-16. The Normal Distribution ........................................ 2 -40 Figure 2-17. The Standard Normal Curve (Z-Curve) ............................. 2 -40 EPA QA/G-9 Final QA00 Version 2 - 2 July 2000 CHAPTER 2 STEP 2: CONDUCT A PRELIMINARY DATA REVIEW 2.1 OVERVIEW AND ACTIVITIES In this step of DQA, the analyst conducts a preliminary evaluation of the data set, calculates some basic statistical quantities, and examines the data using graphical representations. A preliminary data review should be performed whenever data are used, regardless of whether they are used to support a decision, estimate a population parameter, or answer exploratory research questions. By reviewing the data both numerically and graphically, one can learn the "structure" of the data and thereby identify appropriate approaches and limitations for using the data. The DQA software Data Quality Evaluation Statistical Tools (DataQUEST) (G-9D) (EPA, 1996) will perform all of these functions as well as more sophisticated statistical tests. There are two main elements of preliminary data review: (1) basic statistical quantities (summary statistics); and (2) graphical representations of the data. Statistical quantities are functions of the data that numerically describe the data set. Examples include a mean, median, percentile, range, and standard deviation. They can be used to provide a mental picture of the data and are useful for making inferences concerning the population from which the data were drawn. Graphical representations are used to identify patterns and relationships within the data, confirm or disprove hypotheses, and identify potential problems. For example, a normal probability plot may allow an analyst to quickly discard an assumption of normality and may identify potential outliers. The preliminary data review step is designed to make the analyst familiar with the data. The review should identify anomalies that could indicate unexpected events that may influence the analysis of the data. The analyst may know what to look for based on the anticipated use of the data documented in the DQO Process, the QA Project Plan, and any associated documents. The results of the review are then used to select a procedure for testing a statistical hypotheses to support the data user's decision. 2.1.1 Review Quality Assurance Reports The first activity in conducting a preliminary data review is to review any relevant QA reports that describe the data collection and reporting process as it actually was implemented. These QA reports provide valuable information about potential problems or anomalies in the data set. Specific items that may be helpful include: • Data validation reports that document the sample collection, handling, analysis, data reduction, and reporting procedures used; • Quality control reports from laboratories or field stations that document measurement system performance, including data from check samples, split samples, spiked samples, or any other internal QC measures; and EPA QA/G-9 Final QA00 Version 2 - 3 July 2000 • Technical systems reviews, performance evaluation audits, and audits of data quality, including data from performance evaluation samples. When reviewing QA reports, particular attention should be paid to information that can be used to check assumptions made in the DQO Process. Of great importance are apparent anomalies in recorded data, missing values, deviations from standard operating procedures, and the use of nonstandard data collection methodologies. 2.1.2 Calculate Basic Statistical Quantities The goal of this activity is to summarize some basic quantitative characteristics of the data set using common statistical quantities. Some statistical quantities that are useful to the analyst include: number of observations; measures of central tendency, such as a mean, median, or mode; measures of dispersion, such as range, variance, standard deviation, coefficient of variation, or interquartile range; measures of relative standing, such as percentiles; measures of distribution symmetry or shape; and measures of association between two or more variables, such as correlation. These measures can then be used for description, communication, and to test hypothesis regarding the population from which the data were drawn. Section 2.2 provides detailed descriptions and examples of these statistical quantities. The sample design may influence how the statistical quantities are computed. The formulas given in this chapter are for simple random sampling, simple random sampling with composite samples, and randomized systematic sampling. If a more complex design is used, such as a stratified design, then the formulas may need to be adjusted. 2.1.3 Graph the Data The goal of this step is to identify patterns and trends in the data that might go unnoticed using purely numerical methods. Graphs can be used to identify these patterns and trends, to quickly confirm or disprove hypotheses, to discover new phenomena, to identify potential problems, and to suggest corrective measures. In addition, some graphical representations can be used to record and store data compactly or to convey information to others. Graphical representations include displays of individual data points, statistical quantities, temporal data, spatial data, and two or more variables. Since no single graphical representation will provide a complete picture of the data set, the analyst should choose different graphical techniques to illuminate different features of the data. Section 2.3 provides descriptions and examples of common graphical representations. At a minimum, the analyst should choose a graphical representation of the individual data points and a graphical representation of the statistical quantities. If the data set has a spatial or temporal component, select graphical representations specific to temporal or spatial data in addition to those that do not. If the data set consists of more than one variable, treat each variable individually before developing graphical representations for the multiple variables. If the EPA QA/G-9 Final QA00 Version 2 - 4 July 2000 sampling plan or suggested analysis methods rely on any critical assumptions, consider whether a particular type of graph might shed light on the validity of that assumption. For example, if a small-sample study is strongly dependent on the assumption of normality, then a normal probability plot would be useful (Section 2.3.6). The sampling design may influence what data may be included in each representation. Usually, the graphical representations should be applied to each complete unit of randomization separately or each unit of randomization should be represented with a different symbol. For example, the analyst could generate box plots for each stratum instead of generating one box plot with all the strata. 2.2 STATISTICAL QUANTITIES 2.2.1 Measures of Relative Standing Sometimes the analyst is interested in knowing the relative position of one of several observations in relation to all of the observations. Percentiles are one such measure of relative standing that may also be useful for summarizing data. A percentile is the data value that is greater than or equal to a given percentage of the data values. Stated in mathematical terms, the pth percentile is the data value that is greater than or equal to p% of the data values and is less than or equal to (1-p)% of the data values. Therefore, if 'x' is the pth percentile, then p% of the values in the data set are less than or equal to x, and (100-p)% of the values are greater than or equal to x. A sample percentile may fall between a pair of observations. For example, the 75th percentile of a data set of 10 observations is not uniquely defined. Therefore, there are several methods for computing sample percentiles, the most common of which is described in Box 2-1. Important percentiles usually reviewed are the quartiles of the data, the 25th, 50th, and 75th percentiles. The 50th percentile is also called the sample median (Section 2.2.2), and the 25th and 75th percentile are used to estimate the dispersion of a data set (Section 2.2.3). Also important for environmental data are the 90th, 95th, and 99th percentile where a decision maker would like to be sure that 90%, 95%, or 99% of the contamination levels are below a fixed risk level. A quantile is similar in concept to a percentile; however, a percentile represents a percentage whereas a quantile represents a fraction. If 'x' is the pth percentile, then at least p% of the values in the data set lie at or below x, and at least (100-p)% of the values lie at or above x, whereas if x is the p/100 quantile of the data, then the fraction p/100 of the data values lie at or below x and the fraction (1-p)/100 of the data values lie at or above x. For example, the .95 quantile has the property that .95 of the observations lie at or below x and .05 of the data lie at or above x. For the example in Box 2-1, 9 ppm would be the .95 quantile and 10 ppm would be the .99 quantile of the data. EPA QA/G-9 Final QA00 Version 2 - 5 July 2000 Box 2-1: Directions for Calculating the Measure of Relative Standing (Percentiles) with an Example Let X1, X2, ..., Xn represent the n data points. To compute the pth percentile, y(p), first list the data from smallest to largest and label these points X( 1 ), X( 2 ), . . ., X( n ) (so that X( 1 ) is the smallest, X( 2 ) is the second smallest, and X( n ) is the largest). Let t = p/100, and multiply the sample size n by t. Divide the result into the integer part and the fractional part, i.e., let nt = j + g where j is the integer part and g is the fraction part. Then the pth percentile, y(p), is calculated by: If g = 0, y(p) = (X( j ) + X( j + 1 ))/2 otherwise, y(p) = X( j + 1) Example: The 90th and 95th percentile will be computed for the following 10 data points (ordered from smallest to largest) : 4, 4, 4, 5, 5, 6, 7, 7, 8, and 10 ppb. For the 95th percentile, t = p/100 = 95/100= .95 and nt = (10)(.95) = 9.5 = 9 + .5. Therefore, j = 9 and g = .5. Because g = .5 … 0, y(95) = X( j + 1) = X( 9 + 1) = X( 10 ) = 10 ppm. Therefore, 10 ppm is the 95th percentile of the above data. For the 90th percentile, t = p/100 = 90/100 = .9 and nt = (10)(.9) = 9. Therefore j = 9 and g = 0. Since g = 0, y(90) = (X( 9 ) + X( 10 )) / 2 = (8 + 10) / 2 = 9 ppm. 2.2.2 Measures of Central Tendency Measures of central tendency characterize the center of a sample of data points. The three most common estimates are the mean, median, and the mode. Directions for calculating these quantities are contained in Box 2-2; examples are provided in Box 2-3. The most commonly used measure of the center of a sample is the sample mean, denoted by X¯ . This estimate of the center of a sample can be thought of as the "center of gravity" of the sample. The sample mean is an arithmetic average for simple sampling designs; however, for complex sampling designs, such as stratification, the sample mean is a weighted arithmetic average. The sample mean is influenced by extreme values (large or small) and nondetects (see Section 4.7). The sample median (X˜ ) is the second most popular measure of the center of the data. This value falls directly in the middle of the data when the measurements are ranked in order from smallest to largest. This means that ½ of the data are smaller than the sample median and ½ of the data are larger than the sample median. The median is another name for the 50th percentile (Section 2.2.1). The median is not influenced by extreme values and can easily be used in the case of censored data (nondetects). The third method of measuring the center of the data is the mode. The sample mode is the value of the sample that occurs with the greatest frequency. Since this value may not always exist, or if it does it may not be unique, this value is the least commonly used. However, the mode is useful for qualitative data. EPA QA/G-9 Final QA00 Version 2 - 6 July 2000 Box 2-2: Directions for Calculating the Measures of Central Tendency Let X1, X2, ..., Xn represent the n data points. Sample Mean: The sample mean X¯ is the sum of all the data points divided by the total number of data points (n): n1X¯ = jXi n i'1 Sample Median: The sample median ( X˜) is the center of the data when the measurements are ranked in order from smallest to largest. To compute the sample median, list the data from smallest to largest and label these points X( 1 ), X( 2 ), . . ., X( n ) (so that X( 1 ) is the smallest, X( 2 ) is the second smallest, and X( n ) is the largest). If the number of data points is odd, then X˜ = X([n +1]/2) X(n/2) +X([n/2]+1) If the number of data points is even, then X˜= 2 Sample Mode: The mode is the value of the sample that occurs with the greatest frequency. The mode may not exist, or if it does, it may not be unique. To find the mode, count the number of times each value occurs. The sample mode is the value that occurs most frequently. Box 2-3: Example Calculations of the Measures of Central Tendency Using the directions in Box 2-2 and the following 10 data points (in ppm): 4, 5, 6, 7, 4, 10, 4, 5, 7, and 8, the following is an example of computing the sample mean, median, and mode. Sample mean: 4 + 5 + 6 + 7 + 4 + 10 + 4 + 5 + 7 + 8 60¯X = = = 6 ppm10 10 Therefore, the sample mean is 6 ppm. Sample median: The ordered data are: 4, 4, 4, 5, 5, 6, 7, 7, 8, and 10. Since n=10 is even, the sample median is X(10 /2) +X([10 /2] +1) X(5) + X(6) 5 + 6X˜ = = = = 5.5 ppm2 2 2 Thus, the sample median is 5.5 ppm. Sample mode: Computing the number of times each value occurs yields: 4 appears 3 times; 5 appears 2 times; 6 appears 1 time; 7 appears 2 times; 8 appears 1 time; and 10 appears 1 time. Because the value of 4 ppm appears the most times, it is the mode of this data set. EPA QA/G-9 Final QA00 Version 2 - 7 July 2000 2.2.3 Measures of Dispersion Measures of central tendency are more meaningful if accompanied by information on how the data spread out from the center. Measures of dispersion in a data set include the range, variance, sample standard deviation, coefficient of variation, and the interquartile range. Directions for computing these measures are given in Box 2-4; examples are given in Box 2-5. The easiest measure of dispersion to compute is the sample range. For small samples, the range is easy to interpret and may adequately represent the dispersion of the data. For large samples, the range is not very informative because it only considers (and therefore is greatly influenced) by extreme values. The sample variance measures the dispersion from the mean of a data set. A large sample variance implies that there is a large spread among the data so that the data are not clustered around the mean. A small sample variance implies that there is little spread among the data so that most of the data are near the mean. The sample variance is affected by extreme values and by a large number of nondetects. The sample standard deviation is the square root of the sample variance and has the same unit of measure as the data. The coefficient of variation (CV) is a unitless measure that allows the comparison of dispersion across several sets of data. The CV is often used in environmental applications because variability (expressed as a standard deviation) is often proportional to the mean. When extreme values are present, the interquartile range may be more representative of the dispersion of the data than the standard deviation. This statistical quantity does not depend on extreme values and is therefore useful when the data include a large number of nondetects. 2.2.4 Measures of Association Data often include measurements of several characteristics (variables) for each sample point and there may be interest in knowing the relationship or level of association between two or more of these variables. One of the most common measures of association is the correlation coefficient. The correlation coefficient measures the relationship between two variables, such as a linear relationship between two sets of measurements. However, the correlation coefficient does not imply cause and effect. The analyst may say that the correlation between two variables is high and the relationship is strong, but may not say that one variable causes the other variable to increase or decrease without further evidence and strong statistical controls. 2.2.4.1 Pearson’s Correlation Coefficient The Pearson correlation coefficient measures a linear relationship between two variables. A linear association implies that as one variable increases so does the other linearly, or as one EPA QA/G-9 Final QA00 Version 2 - 8 July 2000 Box 2-4: Directions for Calculating the Measures of Dispersion Let X1, X2, ..., Xn represent the n data points. Sample Range: The sample range (R) is the difference between the largest value and the smallest value of the sample, i.e., R = maximum - minimum. Sample Variance: To compute the sample variance (s2), compute: n n X 2 1 )2-j i ( jXi 2 i =1 n i =1s = n-1 Sample Standard Deviation: The sample standard deviation (s) is the square root of the sample variance, i.e., 2s = s Coefficient of Variation: The coefficient of variation (CV) is the standard deviation divided by the sample mean (Section 2.2.2), i.e., CV = s/ X¯ . The CV is often expressed as a percentage. Interquartile Range: Use the directions in Section 2.2.1 to compute the 25th and 75th percentiles of the data (y(25) and y(75) respectively). The interquartile range (IQR) is the difference between these values, i.e., IQR = y(75) - y(25). Box 2-5: Example Calculations of the Measures of Dispersion In this box, the directions in Box 2-4 and the following 10 data points (in ppm): 4, 5, 6, 7, 4, 10, 4, 5, 7, and 8, are used to calculate the measures of dispersion. From Box 2-2, X¯ = 6 ppm. Sample Range: R = maximum - minimum = 10 - 4 = 6 ppm Sample Variance: (4 + 5 +...+7+ 8)2 (60)2 [42+ 52+...+ 72+ 82] -396 - 2 10 10 2s = = = 4 ppm10 -1 9 Sample Standard Deviation: s = s 2 = 4 = 2 ppm 1 Coefficient of Variation: CV = s / X = 2 ppm / 6 ppm = = 33% 3 Interquartile Range: Using the directions in Section 2.2.1 to compute the 25th and 75th percentiles of the data (y(25) and y(75) respectively): y(25) = X( 2 + 1 ) = X( 3 ) = 4 ppm and y(75) = X( 7 + 1 ) = X( 8 ) = 7 ppm. The interquartile range (IQR) is the difference between these values: IQR = y(75) - y(25) = 7 - 4 = 3 ppm ¯ EPA QA/G-9 Final QA00 Version 2 - 9 July 2000 variable decreases the other increases linearly. Values of the correlation coefficient close to +1 (positive correlation) imply that as one variable increases so does the other, the reverse holds for values close to -1. A value of +1 implies a perfect positive linear correlation, i.e., all the data pairs lie on a straight line with a positive slope. A value of -1 implies perfect negative linear correlation. Values close to 0 imply little correlation between the variables. Directions and an example for calculating Pearson’s correlation coefficient are contained in Box 2-6. Box 2-6: Directions for Calculating Pearson’s Correlation Coefficient with an Example Let X1, X2, ..., Xn represent one variable of the n data points and let Y1, Y2, ..., Yn represent a second variable of the n data points. The Pearson correlation coefficient, r, between X and Y is computed by: n n n jXi jYi i=1 i=1jXiYi - i=1 n r = n n 1/2 )2 )2 n ( jXi n ( jYi X 2 i=1 Y 2 i=1[ j i - ] [ j i -] i=1 n i=1 n Example: Consider the following data set (in ppb): Sample 1 — arsenic (X) = 8.0, lead (Y) = 8.0; Sample 2 - arsenic = 6.0, lead = 7.0; Sample 3 - arsenic = 2.0, lead = 7.0; and Sample 4 - arsenic = 1.0, lead = 6.0. n n n n njXi =10, j Yi =28, j Xi 2 =105, j Yi 2 =198, jXi Y i = (8x8) % ...% (1x6) =126. i=1 i=1 i=1 i'1 i'1 (17)(28) 126 -4and r = = 0.865 1/2 (17)(17) (28)(28) [105 -] [198 - ]4 4 Since r is close to 1, there is a strong linear relationship between these two contaminants. The correlation coefficient does not detect nonlinear relationships so it should be used only in conjunction with a scatter plot (Section 2.3.7.2). A scatter plot can be used to determine if the correlation coefficient is meaningful or if some measure of nonlinear relationships should be used. The correlation coefficient can be significantly changed by extreme values so a scatter plot should be used first to identify such values. An important property of the correlation coefficient is that it is unaffected by changes in location of the data (adding or subtracting a constant from all of the X measurements and/or the Y measurements) and by changes in scale of the data and/or Y values by a positive constant). Thus linear transformations on the Xs and Ys do not affect the correlation of the measurements. This is reasonable since the correlation reflects the degree to which linearity between X and Y measurements occur and the degree of linearity is unaffected by changes in location or scale. For EPA QA/G-9 Final QA00 Version 2 - 10 July 2000 example, if a variable was temperature in Celsius, then the correlation should not change if Celsius was converted to Fahrenheit. On the other hand, if nonlinear transformations of the X and/or Y measurements are made, then the Pearson correlation between the transformed values will differ from the correlation of the original measurements. For example, if X and Y, respectively, represent PCB and dioxin concentrations in soil, and x=log (X) and y=log(Y), then the Pearson correlations between X and Y, X and y x and Y, and x and y, will all be different, in general, since the logarithmic transformation is a nonlinear transformation. Pearson’s correlation may be sensitive to the presence of one or two extreme values, especially when sample sizes are small. Such values may result in a high correlation, suggesting a strong linear trend, when only moderate trend is present. This may happen, for instance, if a single (X,Y) pair has very high values for both X and Y while the remaining data values are uncorrelated. Extreme value may also lead to low correlations between X and Y, thus tending to mask a strong linear trend. This may happen if all the (X,Y) pairs except one (or two) tend to cluster tightly about a straight line, and the exceptional point has a very large X value paired with a moderate or small Y value (or vice versa). Because of the influences of extreme values, it is wise to use a scatter plot (Section 2.3.7.2) in conjunction with a correlation coefficient. 2.2.4.2 Spearman’s Rank Correlation Coefficient An alternative to the Pearson correlation is Spearman’s rank correlation coefficient. It is calculated by first replacing each X value by its rank (i.e., 1 for the smallest X value, 2 for the second smallest, etc.) and each Y value by its rank. These pairs of ranks are then treated as the (X,Y) data and Spearman’s rank correlation is calculated using the same formulae as for Pearson’s correlation (Box 2-6). Directions and an example for calculating a correlation coefficient are contained in Box 2-7. Since meaningful (i.e., monotonic increasing) transformations of the data will not later the ranks of the respective variables (e.g, the ranks for log (X) will be the same for the ranks for X), Spearman’s correlation will not be altered by nonlinear increasing transformations of the Xs or the Ys. For instance, the Spearman correlation between PCB and dioxin concentrations (X and Y) in soil will be the same as the correlations between their logarithms (x and y). This desirable property and the fact that Spearman’s correlation is less sensitive to extreme values than Pearson’s correlation make Spearman’s correlation an attractive alternative or complement of Pearson’s correlation coefficient. There are some important theoretical differences between Pearson’s and Spearman’s correlation but a full discussion is beyond this guidance. In general, Pearson’s correlation has a higher statistical power than Spearman’s, although the latter has some more varied applications. 2.2.4.3 Serial Correlation Coefficient When data are truly independent, the correlation between data points is zero. For a sequence of data points taken serially in time, or one-by-one in a row, the serial correlation EPA QA/G-9 Final QA00 Version 2 - 11 July 2000 Box 2-7: Directions for Calculating Spearman’s Correlation Coefficient with an Example Let X1, X2, ..., Xn represent a set of ranks of the n data points of one data set and let Y1, Y2, ..., Yn represent a set of ranks of a second variable of the n data points. The Spearman correlation coefficient, r, between X and Y is computed by: n n n jXi jYi i=1 i=1-jXiYi i=1 n r = 1/2 (15) n n n ( jXi )2 n ( jYi )2 i=1 i=1[ jX 2 - ] [ jY 2 - ]i i i =1 n i=1 n Example: Consider the following data set (in ppb): Sample 1 — arsenic (X) = 8.0, lead (Y) = 8.0; Sample 2 - arsenic = 6.0, lead = 7.0; Sample 3 - arsenic = 2.0, lead = 7.0; and Sample 4 - arsenic = 1.0, lead = 6.0. Using Arsenic rank the data smallest to largest: Sample No. 4 3 2 1 Arsenic 1.0 2.0 6.0 8.0 Lead 6.0 7.0 7.0 8.0 Convert the raw data to ranks, any ties being made an average of what ranks should have been assigned. Sample No. 1 3 2 4 Arsenic Rank 1 2 3 4 (X) Lead Rank 1 2.5 2.5 4 (Y) Note how 7.0 (two lead observations) was converted to the average rank (i.e., ranks 2 and 3, therefore 2.5 each). n n n n n X 2 Y 2jXi =10, j Yi =10, j i = 30, j i = 29.5, jXi Y i = (1x1) +...+(4x4) =29.5. i=1 i=1 i=1 i=1 i=1 (10)(10) 29.5 -4and r = = 0.948 1/2 (10)(10) (10)(10) [30 -] [29.5 -]4 4 Since r is close to 1, there is a strong linear relationship between these two contaminants. coefficient can be calculated by replacing the sequencing variable by the numbers 1 through n and calculating Pearon’s correlation coefficient with z being the actual data values, and y being the numbers 1 through n. For example, for a sequence of data collected at a waste site along a straight transit line, the distances on the transit line of the data points are replaced by the numbers 1 through n, e.g., first 10-foot sample point = 1, the 20-foot sample point = 2, the 30-foot sample EPA QA/G-9 Final QA00 Version 2 - 12 July 2000 point = 3, etc., for samples taken at 10-foot intervals. Directions for the Serial correlation coefficient, along with an example, are given in Box 2-8. Box 2-8: Directions for Estimating the Serial Correlation Coefficient with a Example Directions: Let X1, X2, . . . , Xn represent the data values collected in sequence over equally spared periods of time. Label the periods of time 1, 2, ..., n to match the data values. Use the directions in Box 2-6 to calculate the Pearson’s Correlation Coefficient between the data X and the time periods Y. Example: The following are hourly readings from a discharge monitor. Notice how the actual 24-hour times are replaced by the numbers 1 through 13. Time 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 24:00 Reading 6.5 6.6 6.7 6.4 6.3 6.4 6.2 6.2 6.3 6.6 6.8 6.9 7.0 Time Periods 1 2 3 4 5 6 7 8 9 10 11 12 13 Using Box 2-6, with the readings being the X values and the Time Periods being the Y values gives a serial correlation coefficient of 0.432. 2.3 GRAPHICAL REPRESENTATIONS 2.3.1 Histogram/Frequency Plots Two of the oldest methods for summarizing data distributions are the frequency plot (Figure 2-1) and the histogram (Figure 2-2). Both the histogram and the frequency plot use 10 the same basic principles to display the data: 0 5 10 15 20 25 30 35 dividing the data range into units, counting the number of points within the units, and displaying the data as the height or area within a bar graph. There are slight differences between the histogram and the frequency plot. In the frequency plot, the relative height of the bars represents the relative density of the data. In a histogram, the area within the bar represents the relative density of the data. The Nu m b e r o f O b s e r v a t i o n s 8 6 4 2 0 Concentration (ppm)difference between the two plots becomes Figure 2-1. Example of a Frequency Plotmore distinct when unequal box sizes are used. EPA QA/G-9 Final QA00 Version 2 - 13 July 2000 40 The histogram and frequency plot 8 provide a means of assessing the symmetry and variability of the data. If the data are symmetric, 6then the structure of these plots will be symmetric around a central point such as a 4mean. The histogram and frequency plots will generally indicate if the data are skewed and the direction of the skewness. 2 Directions for generating a histogram 0 and a frequency plot are contained in Box 2-9 Concentration (ppm)and an example is contained in Box 2-10. When Figure 2-2. Example of a Histogramplotting a histogram for a continuous variable (e.g., concentration), it is necessary to decide on an endpoint convention; that is, what to do with cases that fall on the boundary of a box. With discrete variables, (e.g., family size) the intervals can be centered in between the variables. For the family size data, the intervals can span between 1.5 and 2.5, 2.5 and 3.5, and so on, so that the whole numbers that relate to the family size can be centered within the box. The visual impression conveyed by a histogram or a frequency plot can be quite sensitive to the choice of interval width. The choice of the number of intervals determines whether the histogram shows more detail for small sections of the data or whether the data will be displayed more simply as a smooth overview of the distribution. Pe r c e n t a g e o f O b s e r v a t i o n s ( p e r p p m ) 0 5 10 15 20 25 30 35 Box 2-9: Directions for Generating a Histogram and a Frequency Plot Let X1, X2, ..., Xn represent the n data points. To develop a histogram or a frequency plot: STEP 1: Select intervals that cover the range of observations. If possible, these intervals should have equal widths. A rule of thumb is to have between 7 to 11 intervals. If necessary, specify an endpoint convention, i.e., what to do with cases that fall on interval endpoints. STEP 2: Compute the number of observations within each interval. For a frequency plot with equal interval sizes, the number of observations represents the height of the boxes on the frequency plot. STEP 3: Determine the horizontal axis based on the range of the data. The vertical axis for a frequency plot is the number of observations. The vertical axis of the histogram is based on percentages. STEP 4: For a histogram, compute the percentage of observations within each interval by dividing the number of observations within each interval (Step 3) by the total number of observations. STEP 5: For a histogram, select a common unit that corresponds to the x-axis. Compute the number of common units in each interval and divide the percentage of observations within each interval (Step 4) by this number. This step is only necessary when the intervals (Step 1) are not of equal widths. STEP 6: Using boxes, plot the intervals against the results of Step 5 for a histogram or the intervals against the number of observations in an interval (Step 2) for a frequency plot. EPA QA/G-9 Final QA00 Version 2 - 14 July 2000 40 Box 2-10: Example of Generating a Histogram and a Frequency Plot Consider the following 22 samples of a contaminant concentration (in ppm): 17.7, 17.4, 22.8, 35.5, 28.6, 17.2 19.1, <4, 7.2, <4, 15.2, 14.7, 14.9, 10.9, 12.4, 12.4, 11.6, 14.7, 10.2, 5.2, 16.5, and 8.9. STEP 1: This data spans 0 - 40 ppm. Equally sized intervals of 5 ppm will be used: 0 - 5 ppm; 5 - 10 ppm; etc. The endpoint convention will be that values are placed in the highest interval containing the value. For example, a value of 5 ppm will be placed in the interval 5 - 10 ppm instead of 0 - 5 ppm. STEP 2: The table below shows the number of observations within each interval defined in Step 1. STEP 3: The horizontal axis for the data is from 0 to 40 ppm. The vertical axis for the frequency plot is from 0 - 10 and the vertical axis for the histogram is from 0% - 10%. STEP 4: There are 22 observations total, so the number observations shown in the table below will be divided by 22. The results are shown in column 3 of the table below. STEP 5: A common unit for this data is 1 ppm. In each interval there are 5 common units so the percentage of observations (column 3 of the table below) should be divided by 5 (column 4). STEP 6: The frequency plot is shown in Figure 2-1 and the histogram is shown in Figure 2-2. # of Obs % of Obs % of Obs Interval in Interval in Interval per ppm 0 -5 ppm 2 9.10 1.8 5 - 10 ppm 3 13.60 2.7 10 - 15 ppm 8 36.36 7.3 15 - 20 ppm 6 27.27 5.5 20 - 25 ppm 1 4.55 0.9 25 - 30 ppm 1 4.55 0.9 30 - 35 ppm 0 0.00 0.0 35 - 40 ppm 1 4.55 0.9 2.3.2 Stem-and-Leaf Plot The stem-and-leaf plot is used to show both the numerical values themselves and information about the distribution of the data. It is a useful method for storing data in a compact form while, at the same time, sorting the data from smallest to largest. A stem-and-leaf plot can be more useful in analyzing data than a histogram because it not only allows a visualization of the data distribution, but enables the data to be reconstructed and lists the observations in the order of magnitude. However, the stem-and-leaf plot is one of the more subjective visualization techniques because it requires the analyst to make some arbitrary choices regarding a partitioning of the data. Therefore, this technique may require some practice or trial and error before a useful plot can be created. As a result, the stem-and-leaf plot should only be used to develop a picture of the data and its characteristics. Directions for constructing a stem-and-leaf plot are given in Box 2-11 and an example is contained in Box 2-12. Each observation in the stem-and-leaf plot consist of two parts: the stem of the observation and the leaf. The stem is generally made up of the leading digit of the numerical values while the leaf is made up of trailing digits in the order that corresponds to the order of magnitude from left to right. The stem is displayed on the vertical axis and the data points make EPA QA/G-9 Final QA00 Version 2 - 15 July 2000 Box 2-11: Directions for Generating a Stem and Leaf Plot Let X1, X2, ..., Xn represent the n data points. To develop a stem-and-leaf plot, complete the following steps: STEP 1: Arrange the observations in ascending order. The ordered data is usually labeled (from smallest to largest) X( 1 ), X( 2 ), ..., X( n ). STEP 2: Choose either one or more of the leading digits to be the stem values. As an example, for the value 16, 1 could be used as the stem as it is the leading digit. STEP 3: List the stem values from smallest to largest at the left (along a vertical axis). Enter the leaf (the remaining digits) values in order from lowest to highest to the right of the stem. Using the value 16 as an example, if the 1 is the stem then the 6 will be the leaf. Box 2-12: Example of Generating a Stem and Leaf Plot Consider the following 22 samples of trifluorine (in ppm): 17.7, 17.4, 22.8, 35.5, 28.6, 17.2 19.1, <4, 7.2, <4, 15.2, 14.7, 14.9, 10.9, 12.4, 12.4, 11.6, 14.7, 10.2, 5.2, 16.5, and 8.9. STEP 1: Arrange the observations in ascending order: <4, <4, 5.2, 7.7, 8.9, 10.2, 10.9, 11.6, 12.4, 12.4, 14.7, 14.7, 14.9, 15.2, 16.5, 17.2, 17.4, 17.7, 19.1, 22.8, 28.6, 35.5. STEP 2: Choose either one or more of the leading digits to be the stem values. For the above data, using the first digit as the stem does not provide enough detail for analysis. Therefore, the first digit will be used as a stem; however, each stem will have two rows, one for the leaves 0 - 4, the other for the leaves 5 - 9. STEP 3: List the stem values at the left (along a vertical axis) from smallest to largest. Enter the leaf (the remaining digits) values in order from lowest to highest to the right of the stem. The first digit of the data was used as the stem values; however, each stem value has two leaf rows. 0 (0, 1, 2, 3, 4) | <4 <4 0 (5, 6, 7, 8, 9) | 5.2 7.7 8.9 1 (0, 1, 2, 3, 4) | 0.2 0.9 1.6 2.4 2.4 4.7 4.7 4.9 1 (5, 6, 7, 8, 9) | 5.2 6.5 7.2 7.4 7.7 9.1 2 (0, 1, 2, 3, 4) | 2.8 2 (5, 6, 7, 8, 9) | 8.6 3 (0, 1, 2, 3, 4) | 3 (5, 6, 7, 8, 9) | 5.5 Note: If nondetects are present, place them first in the ordered list, using a symbol such as <L. If multiple detection limits were used, place the nondetects in increasing order of detection limits, using symbols such as <L1, <L2, etc. If the first stem extends from zero to a value above the detection limit, then nondetects can be placed in this interval, as shown in the example above. Otherwise, special intervals dedicated to nondetects can be used. EPA QA/G-9 Final QA00 Version 2 - 16 July 2000 up the magnitude from left to right. The stem is displayed on the vertical axis and the data points make up the leaves. Changing the stem can be accomplished by increasing or decreasing the digits that are used, dividing the groupings of one stem (i.e., all numbers which start with the numeral 6 can be divided into smaller groupings), or multiplying the data by a constant factor (i.e., multiply the data by 10 or 100). Nondetects can be placed in a single stem. A stem-and-leaf plot roughly displays the distribution of the data. For example, the stem- and-leaf plot of normally distributed data is approximately bell shaped. Since the stem-and-leaf roughly displays the distribution of the data, the plot may be used to evaluate whether the data are skewed or symmetric. The top half of the stem-and-leaf plot will be a mirror image of the bottom half of the stem-and-leaf plot for symmetric data. Data that are skewed to the left will have the bulk of data in the top of the plot and less data spread out over the bottom of the plot. 2.3.3 Box and Whisker Plot A box and whisker plot or box plot (Figure 2-3) is a schematic diagram useful for visualizing important statistical quantities of the data. Box plots are useful in situations where it is not necessary or feasible to portray all the details of a distribution. Directions for generating a box and whiskers plot are contained in Box 2-13, and an example is contained in Box 2-14. A box and whiskers plot is composed of a central box divided by a line and two lines extending out from the box called whiskers. The length of the central box indicates the spread of the bulk of the data (the central 50%) while the length of the whiskers show how stretched the tails of the distribution are. The width of the box has no particular meaning; the plot can be made quite narrow without affecting its visual impact. The sample median is displayed as a line through the box and the sample mean is displayed using a ‘+’ sign. Any unusually small or large data points are displayed by a ‘*’ on the plot. A box and whiskers plot can be used to assess the symmetry of the data. If the distribution is symmetrical, then the box is divided in two equal halves by the median, the whiskers will be the same length and the number of extreme data points will be distributed equally on either end of the plot. Figure 2-3. 2.3.4 Ranked Data Plot Example of a Box and Whisker Plot A ranked data plot is a useful graphical representation that is easy to construct, easy to interpret, and makes no assumptions about a model for the data. The analyst does not have to make any arbitrary choices regarding the data to construct a ranked data plot (such as cell sizes for a histogram). In addition, a ranked data plot displays every data point; therefore, it is a graphical representation of the data instead of a summary of the data. Directions for developing a ranked data plot are given in Box 2-15 and an example is given in Box 2-16. EPA QA/G-9 Final QA00 Version 2 - 17 July 2000 Box 2-13: Directions for Generating a Box and Whiskers Plot STEP 1: Set the vertical scale of the plot based on the maximum and minimum values of the data set. Select a width for the box plot keeping in mind that the width is only a visualization tool. Label the width w; the horizontal scale then ranges from -½W to ½W. STEP 2: Compute the upper quartile (Q(.75), the 75th percentile) and the lower quartile (Q(.25), the 25th percentile) using Box 2-1. Compute the sample mean and median using Box 2-2. Then, compute the interquartile range (IQR) where IQR = Q(.75) - Q(.25). STEP 3: Draw a box through points ( -½W, Q(.75) ), ( -½W, Q (.25) ), ( ½W, Q(.25) ) and ( ½W, Q(.75) ). Draw a line from (½W, Q(.5)) to (-½W, Q(.5)) and mark point (0, X¯ ) with (+). STEP 4: Compute the upper end of the top whisker by finding the largest data value X less than Q(.75) + 1.5( Q(.75) - Q(.25) ). Draw a line from (0, Q(.75)) to (0, X). Compute the lower end of the bottom whisker by finding the smallest data value Y greater than Q(.25) - 1.5( Q(.75) - Q(.25) ). Draw a line from (0, Q(.25)) to (0, Y). STEP 5: For all points X* > X, place an asterisk (*) at the point (0, X*). For all points Y* < Y, place an asterisk (*) at the point (0, Y*). Box 2-14: Example of a Box and Whiskers Plot Consider the following 22 samples of trifluorine (in ppm) listed in order from smallest to largest: 4.0, 6.1, 9.8, 10.7, 10.8, 11.5, 11.6, 12.4, 12.4, 14.6, 14.7, 14.7, 16.5, 17, 17.5, 20.6, 20.8, 25.7, 25.9, 26.5, 32.0, and 35.5. STEP 1: The data ranges from 4.0 to 35.5 ppm. This is the range of the vertical axis. Arbitrarily, a width of 4 will be used for the horizontal axis. STEP 2: Using the formulas in Box 2-2, the sample mean = 16.87 and the median = 14.70. Using Box 2-1, Q(.75) = 20.8 and Q(.25) = 11.5. Therefore, IQR = 20.8 - 11.5 = 9.3. 40 35STEP 3: In the figure, a box has been drawn through points ( -2, 20.8), (-2, 11.5), ( 2, 11.5 ), (2, 20.8). A line has been drawn from ( -2 , 3014.7 ) to ( 2, 14.7 ), and the point (0, 16.87) has been marked with a ‘+’ sign. 25 STEP 4: Q(.75) + 1.5(9.3) = 34.75. The closest data value to this number, 20 but less than it, is 32.0. Therefore, a line has been drawn in the figure from ( 0, 20.8) to ( 0, 32.0). 15 Q(.25) - 1.5( 9.3 ) = -2.45. The closest data value to this number, 10 but greater than it, is 4.0. Therefore, a line has been drawn in the 5figure from ( 0, 4) to ( 0, 11.5). 0STEP 5: There is only 1 data value greater than 32.0 which is 35.5. Therefore, the point ( 0, 35.5) has been marked with an asterisk. There are no data values less than 4.0. EPA QA/G-9 Final QA00 Version 2 - 18 July 2000 Box 2-15: Directions for Generating a Ranked Data Plot Let X1, X2, ..., X represent the n data points. Let X( i ), for i=1 ton n, be the data listed in order from smallest to largest so that X( 1 ) (i = 1) is the smallest, X( 2 ) (i = 2) is the second smallest, and X( n ) (i = n) is the largest. To generate a ranked data plot, plot the ordered X values at equally spaced intervals along the horizontal axis. Box 2-16: Consider the following 22 samples of triflourine (in ppm): 19.1, 4.9, 7.2, 4.0, 15.2, 14.7, 14.9, 10.9, 12.4, 12.4, 11.6, 14.7, 10.2, 5.2, 16.5, and 8.9. data listed in order from smallest to largest X(i) along with the ordered number of the observation (i) are: i X( i ) i X( i ) 1 4.0 12 14.7 2 4.9 13 14.9 3 5.2 14 15.2 4 7.7 15 16.5 5 8.9 16 17.2 6 10.2 17 17.4 7 10.9 18 17.7 8 11.6 19 19.1 9 12.4 20 22.8 10 12.4 21 28.6 11 14.7 22 35.5 A ranked data plot of this data is a plot of the pairs ( i, X( i )). 0 5 10 15 20 25 30 35 40 Da t a ( p p m ) Smallest Largest Example of Generating a Ranked Data Plot 17.7, 17.4, 22.8, 35.5, 28.6, 17.2 The This plot is shown below: EPA QA/G-9 Final QA00 Version 2 - 19 July 2000 A ranked data plot is a plot of the data from smallest to largest at evenly spaced intervals (Figure 2-4). This graphical representation is very similar to the quantile plot described in Section 2.3.5. A ranked data plot is marginally easier to generate than a quantile plot; however, a ranked data plot does not contain as much information as a quantile plot. Both plots can be used to determine the density of the data points and the skewness of the data; however, a quantile plot contains information on the quartiles of the data whereas a ranked data plot does not. Da t a V a l u e s Smallest Largest Figure 2-4. Example of a Ranked Data Plot A ranked data plot can be used to determine the density of the data values, i.e., if all the data values are close to the center of the data with relatively few values in the tails or if there is a large amount of values in one tail with the rest evenly distributed. The density of the data is displayed through the slope of the graph. A large amount of data values has a flat slope, i.e., the graph rises slowly. A small amount of data values has a large slope, i.e., the graph rises quickly. Thus the analyst can determine where the data lie, either evenly distributed or in large clusters of points. In Figure 2-4, the data rises slowly up to a point where the slope increases and the graph rises relatively quickly. This means that there is a large amount of small data values and relatively few large data values. A ranked data plot can be used to determine if the data are skewed or if they are symmetric. A ranked data plot of data that are skewed to the right extends more sharply at the top giving the graph a convex shape. A ranked data plot of data that are skewed to the left increases sharply near the bottom giving the graph a concave shape. If the data are symmetric, then the top portion of the graph will stretch to upper right corner in the same way the bottom portion of the graph stretches to lower left, creating a s-shape. Figure 2-4 shows a ranked data plot of data that are skewed to the right. EPA QA/G-9 Final QA00 Version 2 - 20 July 2000 2.3.5 Quantile Plot A quantile plot (Figure 2-5) is a graphical representation of the data that is easy to construct, easy to interpret, and makes no assumptions about a model for the data. The analyst does not have to make any arbitrary choices regarding the data to construct a quantile plot (such as cell sizes for a histogram). In addition, a quantile plot displays every data point; therefore, it is a graphical representation of the data instead of a summary of the data. 0 0.2 0.4 0.6 0.8 1 0 1 2 3 4 Fraction of Data (f-values) Da t a V a l u e s Upper Quartile Lower Quartile Interquartile Range Median Figure 2-5. Example of a Quantile Plot of Skewed Data A quantile plot is a graph of the quantiles (Section 2.2.1) of the data. The basic quantile plot is visually identical to a ranked data plot except its horizontal axis varies from 0.0 to 1.0, with each point plotted according to the fraction of the points it exceeds. This allows the addition of vertical lines indicating the quartiles or, any other quantiles of interest. Directions for developing a quantile plot are given in Box 2-17 and an example is given in Box 2-18. A quantile plot can be used to read the quantile information such as the median, quartiles, and the interquartile range. In addition, the plot can be used to determine the density of the data points, e.g., are all the data values close to the center with relatively few values in the tails or are there a large amount of values in one tail with the rest evenly distributed? The density of the data is displayed through the slope of the graph. A large amount of data values has a flat slope, i.e., the graph rises slowly. A small amount of data values has a large slope, i.e., the graph rises quickly. A quantile plot can be used to determine if the data are skewed or if they are symmetric. A quantile plot of data that are skewed to the right is steeper at the top right than the bottom left, as in Figure 2-5. A quantile plot of data that are skewed to the left increases sharply near the bottom left of the graph. If the data are symmetric then the top portion of the graph will stretch to the upper right corner in the same way the bottom portion of the graph stretches to the lower left, creating an s-shape. EPA QA/G-9 Final QA00 Version 2 - 21 July 2000 Box 2-17: Directions for Generating a Quantile Plot Let X1, X2, ..., X represent the n data points. To obtain a quantile plot, let X( i ),n for i = 1 to n, be the data listed in order from smallest to largest so that X( 1 ) (i = 1) is the smallest, X( 2 ) (i = 2) is the second smallest, and X( n ) (i = n) is the largest. For each i, compute the fraction fi = (i - 0.5)/n. The quantile plot is a plot of the pairs (fi, X( i )), with straight lines connecting consecutive points. Box 2-18: Example of Generating a Quantile Plot Consider the following 10 data points: 4 ppm, 5 ppm, 6 ppm, 7 ppm, 4 ppm, 10 ppm, 4 ppm, 5 ppm, 7 ppm, and 8 ppm. The data ordered from smallest to largest, X( i ), are shown in the first column of the table below and the ordered number for each observation, i, is shown in the second column. The third column displays the values fi for each i where fi = (i - 0.5)/n. X( i ) i fi X( i ) i fi 4 1 0.05 6 6 0.55 4 2 0.15 7 7 0.65 4 3 0.25 7 8 0.75 5 4 0.35 8 9 0.85 5 5 0.45 10 10 0.95 The pairs (fi, X( i )) are then plotted to yield the following quantile plot: Da t a ( p p m ) 10 8 6 4 0 0.2 0.4 0.6 0.8 1 Fraction of Data (f-values) Note that the graph curves upward; therefore, the data appear to be skewed to the right. 2.3.6 Normal Probability Plot (Quantile-Quantile Plot) There are two types of quantile-quantile plots or q-q plots. The first type, an empirical quantile-quantile plot (Section 2.3.7.4), involves plotting the quantiles of two data variables against each other. The second type of a quantile-quantile plot, a theoretical quantile-quantile plot, involves graphing the quantiles of a set of data against the quantiles of a specific distribution. The following discussion will focus on the most common of these plots for environmental data, EPA QA/G-9 Final QA00 Version 2 - 22 July 2000 the normal probability plot (the normal q-q plot); however, the discussion holds for other q-q plots. The normal probability plot is used to roughly determine how well the data set is modeled by a normal distribution. Formal tests are contained in Chapter 4, Section 2. Directions for developing a normal probability plot are given in Box 2-19 and an example is given in Box 2-20. A discussion of the normal distribution is contained in Section 2.4. A normal probability plot is the graph of the quantiles of a data set against the quantiles of the normal distribution using normal probability graph paper (Figure 2-6). If the graph is linear, the data may be normally distributed. If the graph is not linear, the departures from linearity give important information about how the data distribution deviates from a normal distribution. If the graph of the normal probability plot is not linear, the graph may be used to determine the degree of symmetry (or asymmetry) displayed by the data. If the data in the upper tail fall above and the data in the lower tail fall below the quartile line, the data are too slender to be well modeled by a normal distribution, i.e., there are fewer values in the tails of the data set than what is expected from a normal distribution. If the data in the upper tail fall below and the data in the lower tail fall above the quartile line, then the tails of the data are too heavy to be well modeled using a normal distribution, i.e., there are more values in the tails of the data than what is expected from a normal distribution. A normal probability plot can be used to identify potential outliers. A data value (or a few data values) much larger or much smaller than the rest will cause the other data values to be compressed into the middle of the graph, ruining the resolution. Box 2-19: Directions for Constructing a Normal Probability Plot Let X1, X2, ..., Xn represent the n data points. STEP 1: For each data value, compute the absolute frequency, AFi. The absolute frequency is the number of times each value occurs. For distinct values, the absolute frequency is 1. For non-distinct observations, count the number of times an observation occurs. For example, consider the data 1, 2, 3, 3. The absolute frequency of value 1 is 1 and the absolute frequency of value 2 is 1. The absolute frequency of value 3 is 2 since 3 appears 2 times in the data set. STEP 2: Compute the cumulative frequencies, CFi. The cumulative frequency is the number of data i points that are less than or equal to Xi, i.e., CF i = jAFj . Using the data given in step j=1 2, the cumulative frequency for value 1 is 1, the cumulative frequency for value 2 is 2 (1+1), and the cumulative frequency for value 3 is 4 (1+1+2). CFiSTEP 3: Compute Yi = 100 x and plot the pairs (Yi, Xi) using normal probability paper(n+1) (Figure 2-6). If the graph of these pairs approximately forms a straight line, then the data are probably normally distributed. Otherwise, the data may not be normally distributed. EPA QA/G-9 Final QA00 Version 2 - 23 July 2000 Box 2-20: Example of Normal Probability Plot Consider the following 15 data points: 5, 5, 6, 6, 8, 8, 9, 10, 10, 10, 10, 10, 12, 14, and 15. STEP 1: Because the value 5 appears 2 times, its absolute frequency is 2. Similarly, the absolute frequency of 6 is 2, of 8 is 2, of 9 is 1, of 10 is 5, etc. These values are shown in the second column of the table below. STEP 2: The cumulative frequency of the data value 8 is 6 because there are 2 values of 5, 2 values of 6, and 2 values of 8. The cumulative frequencies are shown in the 3rd column of the table. CFiSTEP 3: The values Yi = 100 x ( ) for each data point are shown in column 4 of the table below. A n+1 plot of these pairs (Yi, Xi) using normal probability paper is also shown below. i Individual Xi Absolute Frequency AFi Cumulative Frequency CFi Yi 1 2 3 4 5 6 7 8 5 6 8 9 10 12 14 15 2 2 2 1 5 1 1 1 2 4 6 7 12 13 14 15 12.50 25.00 37.50 43.75 75.00 81.25 87.50 93.75 X 2 10 12 14 16 18 20 0 2 4 6 8 98959080706050403020105 Y EPA QA/G-9 Final QA00 Version 2 - 24 July 2000 0.01 0.05 0.1 0.2 0.5 1 2 5 10 20 30 40 50 60 70 80 90 95 98 99 99.8 99.9 99.99 Figure 2-6. Normal Probability Paper EPA QA/G-9 QA 00 Version 2 - 25 Final May 2000 2.3.7 Plots for Two or More Variables Data often consist of measurements of several characteristics (variables) for each sample point in the data set. For example, a data set may consist of measurements of weight, sex, and age for each animal in a sample or may consist of daily temperature readings for several cities. In this case, graphs may be used to compare and contrast different variables. For example, the analyst may wish to compare and contrast the temperature readings for different cities, or different sample points (each containing several variables) such the height, weight, and sex across individuals in a study. To compare and contrast individual data points, some special plots have been developed to display multiple variables. These plots are discussed in Section 2.3.7.1. To compare and contrast several variables, collections of the single variable displays described in previous sections are useful. For example, the analyst may generate box and whisker plots or histograms for each variable using the same axis for all of the variables. Separate plots for each variable may be overlaid on one graph, such as overlaying quantile plots for each variable on one graph. Another useful technique for comparing two variables is to place the stem and leaf plots back to back. In addition, some special plots have been developed to display two or more variables. These plots are described in Sections 2.3.7.2 through 2.3.7.4. 2.3.7.1 Plots for Individual Data Points Since it is difficult to visualize data in more than 2 or 3 dimensions, most of the plots developed to display multiple variables for individual data points involve representing each variable as a distinct piece of a two-dimensional figure. Some such plots include Profiles, Glyphs, and Stars (Figure 2-7). These graphical representations start with a specific symbol to represent each data point, then modify the various features of the symbol in proportion to the magnitude of each variable. The proportion of the magnitude is determined by letting the minimum value for each variable be of length 0, the maximum be of length 1. The remaining values of each variable are then proportioned based on the magnitude of each value in relation to the maximum and minimum. Star PlotProfile Plot Glyph Plot Figure 2-7. Example of Graphical Representations of Multiple Variables EPA QA/G-9 Final QA00 Version 2 - 26 July 2000 A profile plot starts with a line segment of a fixed length. Then lines spaced an equal distance apart and extended perpendicular to the line segment represent each variable. A glyph plot uses a circle of fixed radius. From the perimeter, parallel rays whose sizes are proportional to the magnitude of the variable extend from the top half of the circle. A star plot starts with a point where rays spaced evenly around the circle represent each variable and a polygon is then drawn around the outside edge of the rays. 2.3.7.2 Scatter Plot For data sets consisting of paired observations where two or more continuous variables are measured for each sampling point, a scatter plot is one of the most powerful tools for analyzing the relationship between two or more variables. Scatter plots are easy to construct for two variables (Figure 2-8) and many computer graphics packages can construct 3-dimensional scatter plots. Directions for constructing a scatter plot for two variables are given in Box 2-21 along with an example. 0 2 4 6 8 0 10 20 30 40 Chromium VI (ppb) PC E ( p p b ) Figure 2-8. Example of a Scatter Plot A scatter plot clearly shows the relationship between two variables. Both potential outliers from a single variable and potential outliers from the paired variables may be identified on this plot. A scatter plot also displays the correlation between the two variables. Scatter plots of highly linearly correlated variables cluster compactly around a straight line. In addition, nonlinear patterns may be obvious on a scatter plot. For example, consider two variables where one variable is approximately equal to the square of the other. A scatter plot of this data would display a u-shaped (parabolic) curve. Another important feature that can be detected using a scatter plot is any clustering effect among the data. 2.3.7.3 Extensions of the Scatter Plot It is easy to construct a 2-dimensional scatter plot by hand and many software packages can construct a useful 3-dimensional scatter plot. However, with more than 3 variables, it is difficult to construct and interpret a scatter plot. Therefore, several graphical representations have been developed that extend the idea of a scatter plot for data consisting of 2 or more variables. EPA QA/G-9 Final QA00 Version 2 - 27 July 2000 Box 2-21: Directions for Generating a Scatter Plot and an Example Let X1, X2, ..., Xn represent one variable of the n data points and let Y1, Y2, ..., Yn represent a second variable of the n data points. The paired data can be written as (Xi, Yi) for i = 1, ..., n. To construct a scatter plot, plot the first variable along the horizontal axis and the second variable along the vertical axis. It does not matter which variable is placed on which axis. Example: A scatter plot will be developed for the data below. PCE values are displayed on the vertical axis and Chromium VI values are displayed on the horizontal axis of Figure 2-8. PCE (ppb) Chromium VI (ppb) PCE (ppb) Chromium VI (ppb) PCE (ppb) Chromium VI (ppb) 14.49 37.21 10.78 18.62 7.44 37.84 13.59 4.31 3.76 6.92 1.05 6.30 1.43 6.38 5.07 3.56 2.23 3.51 6.42 2.98 3.04 12.60 3.56 7.72 0.77 1.24 3.48 1.02 1.15 5.44 2.49 3.01 4.14 3.26 5.22 4.02 6.30 8.22 1.32 7.73 5.88 2.36 0.68 0.65 0.68 1.93 3.48 2.73 1.61 1.42 The simplest of these graphical representations is a coded scatter plot. In this case, all possible pairs of data are given a code and plotted on one scatter plot. For example, consider a data set of 3 variables: variable A, variable B, and variable C. Using the first variable to designate the horizontal axis, the analyst may choose to display the pairs (A, B) using an X, the pairs (A, C) using a Y, and the pairs (B, C) using a Z on one scatter plot. All of the information described above for a scatter plot is also available on a coded scatter plot. However, this method assumes that the ranges of the three variables are comparable and does not provide information on three-way or higher interactions between the variables. An example of a coded scatter plot is given in Figure 2-9. A parallel coordinate plot also extends the idea of a scatter plot to higher dimensions. The parallel coordinates method employs a scheme where coordinate axes are drawn in parallel (instead of perpendicular). Consider a sample point X consisting of values X1 for variable 1, X2 for variable 2, and so on up to Xp for variable p. A parallel coordinate plot is constructed by placing an axis for each of the p variables parallel to each other and plotting X1 on axis 1, X2 on axis 2, and so on through Xp on axis p and joining these points with a broken line. This method EPA QA/G-9 Final QA00 Version 2 - 28 July 2000 Figure 2-9. Example of a Coded Scatter Plot 0 10 20 0 10 20 30 40 (ppb) (p p b ) Chromium vs. PCE Atrazine vs. PCE Atrazine vs. Chromium IV contains all of the information available on a scatter plot in addition to information on 3-way and higher interactions (e.g., clustering among three variables). However, for p variables one must construct (p+1)/2 parallel coordinate plots in order to display all possible pairs of variables. An example of a parallel coordinate plot is given in Figure 2-10. A scatter plot matrix is Figure 2-10. Example of a Parallel Coordinates Plotanother useful method of extending scatter plots to higher dimensions. In this case, a scatter plot is developed for all possible pairs of the variables which are then displayed in a matrix format. This method is easy to implement and provides a concise method of displaying the individual scatter plots. However, this method does not contain information on 3-way or higher interactions between variables. An example of a scatter plot matrix is contained in Figure 2-11. Data Values for Variable 1 Data Values for Variable 2 0 1 2 3 4 5 6 7 8 0 10 20 30 40 Data Values for Variable 3 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 0 10 20 30 40 0 10 20 30 40 Chromium IV (ppb) Ch r o m i u m I V ( p p b ) 0 2 4 6 8 10 12 14 0 10 20 30 40 Atrazine (ppb) Ch r o m i u m V I ( p p b ) 0 10 20 30 40 0 2 4 6 8 10 12 14 Chromium IV (ppb) At r a z i n e ( p p b ) 0 2 4 6 8 10 12 14 0 2 4 6 8 10 12 14 Atrazine (ppb) At r a z i n e ( p p b ) Figure 2-11. Example of a Matrix Scatter Plot EPA QA/G-9 QA00 Version 2 - 29 Final July 2000 2.3.7.4 Empirical Quantile-Quantile Plot An empirical quantile-quantile (q-q) plot involves plotting the quantiles (Section 2.2.1) of two data variables against each other. This plot is used to compare distributions of two or more variables; for example, the analyst may wish to compare the distribution of lead and iron samples from a drinking water well. This plot is similar in concept to the theoretical quantile-quantile plot and yields similar information in regard to the distribution of two variables instead of the distribution of one variable in relation to a fixed distribution. Directions for constructing an empirical q-q plot with an example are given in Box 2-22. An empirical q-q plot is the graph of the quantiles of one variable of a data set against the quantiles of another variable of the data set. This plot is used to determine how well the distribution of the two variables match. If the distributions are roughly the same, the graph is linear or close to linear. If the distributions are not the same, than the graph is not linear. Even if the graph is not linear, the departures from linearity give important information about how the two data distributions differ. For example, a q-q plot can be used to compare the tails of the two data distributions in the same manner a normal probability plot was used to compare the tails of the data to the tails of a normal distribution. In addition, potential outliers (from the paired data) may be identified on this graph. 2.3.8 Plots for Temporal Data Data collected over specific time intervals (e.g., monthly, biweekly, or hourly) have a temporal component. For example, air monitoring measurements of a pollutant may be collected once a minute or once a day; water quality monitoring measurements of a contaminant level may be collected weekly or monthly. An analyst examining temporal data may be interested in the trends over time, correlation among time periods, and cyclical patterns. Some graphical representations specific to temporal data are the time plot, correlogram, and variogram. Data collected at regular time intervals are called time series. Time series data may be analyzed using Box-Jenkins modeling and spectral analysis. Both of these methods require a large amount of data collected at regular intervals and are beyond the scope of this guidance. It is recommended that the interested reader consult a statistician. The graphical representations presented in this section are recommended for all data that have a temporal component regardless of whether formal statistical time series analysis will be used to analyze the data. If the analyst uses a time series methodology, the graphical representations presented below will play an important role in this analysis. If the analyst decides not to use time series methodologies, the graphical representations described below will help identify temporal patterns that need to be accounted for in the analysis of the data . EPA QA/G-9 Final QA00 Version 2 - 30 July 2000 Box 2-22: Directions for Constructing an Empirical Q-Q Plot with an Example Let X1, X2, ..., Xn represent n data points of one variable and let Y1, Y2, ..., Ym represent a second variable of m data points. Let X( i ), for i = 1 to n, be the first variable listed in order from smallest to largest so that X( 1 ) (i = 1) is the smallest, X( 2 ) (i = 2) is the second smallest, and X( n ) (i = n) is the largest. Let Y( i ), for i = 1 to n, be the second variable listed in order from smallest to largest so that Y( 1 ) (i = 1) is the smallest, Y( 2 ) (i = 2) is the second smallest, and Y( m ) (i = m) is the largest. If m = n: If the two variables have the same number of observations, then an empirical q-q plot of the two variables is simply a plot of the ordered values of the variables. Since n=m, replace m by n. A plot of the pairs (X( 1 ), Y( 1 )), (X( 2 ), Y( 2 )), ..., (X( n ), Y( n )) is an empirical quantile-quantile plot. If n > m: If the two variables have a different number of observations, then the empirical quantile-quantile plot will consist of m (the smaller number) pairs. The empirical q-q plot will then be a plot of the ordered Y values against the interpolated X values. For i = 1, i = 2, ..., i = m, let v = (n/m)(i - 0.5) + 0.5 and separate the result into the integer part and the fractional part, i.e., let v = j + g where j is the integer part and g is the fraction part. If g = 0, plot the pair (Y( i ), X( i ) ). Otherwise, plot the pair (Y( i ), (1-g)X( j ) + gX( j + 1 ) ). A plot of these pairs is an empirical quantile-quantile plot. Example: Consider two sets of contaminant readings from two separate drinking water wells at the same site. The data from well 1 are: 1.32, 3.26, 3.56, 4.02, 4.14, 5.22, 6.30, 7.72, 7.73, and 8.22. The data from well 2 are: 0.65, 0.68, 0.68, 1.42, 1.61, 1.93, 2.36, 2.49, 2.73, 3.01, 3.48, and 5.44. An empirical q-q plot will be used to compare the distributions of these two wells. Since there are 10 observations in well 1, and 12 observations in well, the case for n … m will be used. Therefore, for i = 1, 2, ..., 10, compute: 12i = 1: v = (1&.5)%.5 = 1.1 so j=1 and g=.1. Since g…0, plot (1.32,(.9).65+(.1).68)=(1.32,10 0.653) 12i = 2: v = (2&.5)%.5 = 2.3 so j=2 and g=.3. Since g…0, plot (3.26,(.7).68+(.3).68)=(3.26, 0.68)10 12i = 3: v = (3&.5)%.5 = 3.5 so j=3 and g=.5. Since g…0, plot (3.56,(.5).68+(.5)1.42)=(3.56,1.05)10 Continue this process for i =4, 5, 6, 7, 8, 9, and 10 to yield the following 10 data pairs (1.32, 0.653), (3.26, 0.68), (3.56, 1.05), (4.02, 1.553), (4.14, 1.898), (5.22, 2.373), (6.30, 2.562), (7.72, 2.87), (7.73, 3.339), and (8.22, 5.244). These pairs are plotted below, along with the best fitting regression line. 0 2 4 6 8 10 0 2 4 6 8 10 Qu a n t i l e s o f W e l l 2 Quantiles of Well 1 EPA QA/G-9 Final QA00 Version 2 - 31 July 2000 The analyst examining temporal environmental data may be interested in seasonal trends, directional trends, serial correlation, and stationarity. Seasonal trends are patterns in the data that repeat over time, i.e., the data rise and fall regularly over one or more time periods. Seasonal trends may be large scale, such as a yearly trend where the data show the same pattern of rising and falling over each year, or the trends may be small scale, such as a daily trend where the data show the same pattern for each day. Directional trends are downward or upward trends in the data which is of importance to environmental applications where contaminant levels may be increasing or decreasing. Serial correlation is a measure of the extent to which successive observations are related. If successive observations are related, statistical quantities calculated without accounting for serial correlation may be biased. Finally, another item of interest for temporal data is stationarity (cyclical patterns). Stationary data look the same over all time periods. Directional trends and increasing (or decreasing) variability among the data imply that the data are not stationary. Temporal data are sometimes used in environmental applications in conjunction with a statistical hypothesis test to determine if contaminant levels have changed. If the hypothesis test does not account for temporal trends or seasonal variations, the data must achieve a "steady state" before the hypothesis test may be performed. Therefore, the data must be essentially the same for comparable periods of time both before and after the hypothesized time of change. Sometimes multiple observations are taken in each time period. For example, the sampling design may specify selecting 5 samples every Monday for 3 months. If this is the case, the time plot described in Section 2.3.8.1 may be used to display the data, display the mean weekly level, display a confidence interval for each mean, or display a confidence interval for each mean with the individual data values. A time plot of all the data can be used to determine if the variability for the different time periods changes. A time plot of the means can be used to determine if the means are possibly changing between time periods. In addition, each time period may be treated as a distinct variable and the methods of Section 2.3.7 may be applied. 2.3.8.1 Time Plot One of the simplest plots to generate that provides a large amount of information is a time plot. A time plot is a plot of the data over time. This plot makes it easy to identify large-scale and small-scale trends over time. Small-scale trends show up on a time plot as fluctuations in smaller time periods. For example, ozone levels over the course of one day typically rise until the afternoon, then decrease, and this process is repeated every day. Larger scale trends, such as seasonal fluctuations, appear as regular rises and drops in the graph. For example, ozone levels tend to be higher in the summer than in the winter so ozone data tend to show both a daily trend and a seasonal trend. A time plot can also show directional trends and increased variability over time. Possible outliers may also be easily identified using a time plot. A time plot (Figure 2-12) is constructed by numbering the observations in order by time. The time ordering is plotted on the horizontal axis and the corresponding observation is plotted on the vertical axis. The points plotted on a time plot may be joined by lines; however, it is EPA QA/G-9 Final QA00 Version 2 - 32 July 2000 recommended that the plotted points not be connected to avoid creating a false sense of continuity. The scaling of the vertical axis of a time plot is of some importance. A wider scale tends to emphasize large-scale trends, whereas a smaller scale tends to emphasize small-scale trends. Using the ozone example above, a wide scale would emphasize the seasonal component of the data, whereas a smaller scale would tend to emphasize the daily fluctuations. Directions for constructing a time plot are contained in Box 2-23 along with an example. 0 5 10 15 20 25 30 35 40 45 50 0 5 10 15 20 Time Da t a V a l u e s Figure 2-12. Example of a Time Plot Showing a Slight Downward Trend Box 2-23: Directions for Generating a Time Plot and an Example Let X1, X2, ..., Xn represent n data points listed in order by time, i.e., the subscript represents the ordered time interval. A plot of the pairs (i, Xi) is a time plot of this data. Example: Consider the following 50 daily observations (listed in order by day): 10.05, 11.22, 15.9, 11.15, 10.53, 13.33, 11.81, 14.78, 10.93, 10.31, 7.95, 10.11, 10.27, 14.25, 8.6, 9.18, 12.2, 9.52, 7.59, 10.33, 12.13, 11.31, 10.13, 7.11, 6.72, 8.97, 10.11, 7.72, 9.57, 6.23, 7.25, 8.89, 9.14, 12.34, 9.99, 11.26, 5.57, 9.55, 8.91, 7.11, 6.04, 8.67, 5.62, 5.99, 5.78, 8.66, 5.8, 6.9, 7.7, 8.87. By labeling day 1 as 1, day 2 as 2, and so on, a time plot is constructed by plotting the pairs (i, Xi) where i represents the number of the day and Xi represents the concentration level. A time plot of this data is shown in Figure 2-12. 2.3.8.2 Plot of the Autocorrelation Function (Correlogram) Serial correlation is a measure of the extent to which successive observations are related. If successive observations are related, either the data must be transformed or this relationship must be accounted for in the analysis of the data. The correlogram is a plot that is used to display serial correlation when the data are collected at equally spaced time intervals. The autocorrelation function is a summary of the serial correlations of data. The 1st autocorrelation coefficient (r1) is the correlation between points that are 1 time unit (k1) apart; the 2nd autocorrelation coefficient (r2) is the correlation between points that are 2 time units (k2) apart; etc. A correlogram (Figure 2-13) is a plot of the sample autocorrelation coefficients in which the values of k versus the values of rk are displayed. Directions for constructing a correlogram are contained in Box 2-24; example calculations are contained in Box 2-25. For large sample sizes, a correlogram is tedious to EPA QA/G-9 Final QA00 Version 2 - 33 July 2000 construct by hand; therefore, software like Data Quality Evaluation Statistical Tools (DataQUEST) (G-9D) should be used. 0 5 10 15 20 25 30 -0.5 -0.25 0 0.25 0.5 0.75 1 1.25 k r( k ) Figure 2-13. Example of a Correlogram Box 2-24: Directions for Constructing a Correlogram Let X1, X2, ..., Xn represent the data points ordered by time for equally spaced time points, i.e., X1 was collected at time 1, X2 was collected at time 2, and so on. To construct a correlogram, first compute the sample autocorrelation coefficients. So for k = 0, 1, ..., compute rk where ngk ¯ ¯-rk = and g k = j ( Xt X ) ( Xt -k -X ). t=k+1g0 Once the rk have been computed, a correlogram is the graph (k, rk) for k = 0, 1, . . . , and so on. As a approximation, compute up to approximately k = n/6. Also, note that r0 = 1. Finally, place horizontal lines at ±2/%n&. The correlogram is used for modeling time series data and may be used to determine if serial correlation is large enough to create problems in the analysis of temporal data using other methodologies besides formal time series methodologies. A quick method for determining if serial correlation is large is to place horizontal lines at ±2/%&n on the correlogram (shown as dashed lines on Figure 2-13). Autocorrelation coefficients that exceed this value require further investigation. In application, the correlogram is only useful for data at equally spaced intervals. To relax this restriction, a variogram may be used instead. The variogram displays the same information as a correlogram except that the data may be based on unequally spaced time intervals. For more information on the construction and uses of the variogram, consult a statistician. EPA QA/G-9 Final QA00 Version 2 - 34 July 2000 2.3.8.3 Multiple Observations Per Time Period Sometimes in environmental data collection, multiple observations are taken for each time period. For example, the data collection design may specify collecting and analyzing 5 samples from a drinking well every Wednesday for three months. If this is the case, the time plot described in Section 2.3.8.1. may be used to display the data, display the mean weekly level, display a confidence interval for each mean, or display a confidence interval for each mean with the individual data values. A time plot of all the data will allow the analyst to determine if the variability for the different collection periods varies. A time plot of the means will allow the analyst to determine if the means may possibly be changing between the collection periods. In addition, each collection period may be treated as a distinct variable and the methods described in Section 2.3.7 may be applied. Box 2-25: Example Calculations for Generating a Correlogram A correlogram will be constructed using the following four hourly data points: hour 1: 4.5, hour 2: 3.5, hour 3: 2.5, and hour 4: 1.5. Only four data points are used so that all computations may be shown. Therefore, the idea that no more than n/6 autocorrelation coefficients should be computed will be broken for illustrative purposes. The first step to constructing a correlogram is to compute the sample mean (Box 2-2) which is 3 for the 4 points. Then, 4 y)2(y -¯ 4 j t t=1 (4.5 - 3)2+ (3.5 - 3)2+ (2.5 - 3)2+ (1.5 - 3)2 g0 = j(yt -y¯)(yt-0 -y¯) = = =1.25 t=1 4 4 4j(yt -3)(yt-1-3) (y2-3)(y1 - 3) + (y3 - 3)(y2 - 3) + (y4 -3)(y3 -3)t=2g1= = 4 4 (3.5 - 3)(4.5 - 3)+(2.5 - 3)(3.5 - 3)+(1.5 - 3)(2.5 - 3) 1.25 = = = 0.3125 4 4 4j(yt -3)(yt -2 -3) (y3 -3)(y1 -3) + (y4 -3)(y2 -3)t=3g2= = 4 4 (2.5 - 3)(4.5 - 3) + (1.5 - 3)(3.5 - 3) -1.5 = = = -0.375 4 4 4j(yt -3)(yt-3 -3) (y4 -3)(y1 -3)t=4 (1.5 - 3)(4.5 - 3) - 2.25 g3 = = = = = -0.5625 4 4 4 4 EPA QA/G-9 Final QA00 Version 2 - 35 July 2000 Box 2-25: So andr1 = g1 g0 = 0.3125 1.25 = 0.25 , r 2 = g2 g0 = -.375 1.25 = -0.3 , r3 = g3 g0 = - 0.5625 1.25 = -0.45. Remember r0 = 1. two horizontal lines at ±2/%4& (±1). In this case, it appears that the observations are not serially correlated because all of the correlogram points are within the bounds of ±2/%4& (±1.0). yearly correlation between data points since the points at k=12 and k=24 are out of the bounds of ±2/%n&. correlation will need to be accounted for when the data are analyzed. 0 1 2 3 4 -1 -0.8 -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.8 1 k r( k ) -1.0 +1.0 (Hours) Example Calculations for Generating a Correlogram - Continued Thus, the correlogram of these data is a plot of (0, 1) (1, 0.25), (2, -0.3) and (3, -0.45) with This graph is shown below. In Figure 2-13, if k represents months, then the correlogram shows a This 2.3.9 Plots for Spatial Data The graphical representations of the preceding sections may be useful for exploring spatial data. However, an analyst examining spatial data may be interested in the location of extreme values, overall spatial trends, and the degree of continuity among neighboring locations. Graphical representations for spatial data include postings, symbol plots, correlograms, h-scatter plots, and contour plots. EPA QA/G-9 Final QA00 Version 2 - 36 July 2000 The graphical representations presented in this section are recommended for all spatial data regardless of whether or not geostatistical methods will be used to analyze the data. The graphical representations described below will help identify spatial patterns that need to be accounted for in the analysis of the data. If the analyst uses geostatistical methods such as kriging to analyze the data, the graphical representations presented below will play an important role in geostatistical analysis. 2.3.9.1 Posting Plots A posting plot (Figure 2-14) is a map of data locations along with corresponding data values. Data posting may reveal obvious errors in data location and identify data values that may be in error. The graph of the sampling locations gives the analyst an idea of how the data were collected (i.e., the sampling design), areas that may have been inaccessible, and areas of special interest to the decision maker which may have been heavily sampled. It is often useful to mark the highest and lowest values of the data to see if there are any obvious trends. If all of the highest concentrations fall in one region of the plot, the analyst may consider some method such as post-stratifying the data (stratification after the data are collected and analyzed) to account for this fact in the analysis. Directions for generating a posting of the data (a posting plot) are contained in Box 2-26. 4.0 28.6 8.9 10.2 Cr e e k Ro a d 12.417.717.414.911.6 16.514.735.515.27.7 19.122.812.410.914.7 17.24.95.2 Figure 2-14. Example of a Posting Plot 2.3.9.2 Symbol Plots For large amounts of data, a posting plot may not be feasible and a symbol plot (Figure 2- 15)may be used. A symbol plot is basically the same as a posting plot of the data, except that instead of posting individual data values, symbols are posted for ranges of the data values. For example, the symbol '0' could represent all concentration levels less than 100 ppm, the symbol '1' could represent all concentration levels between 100 ppm and 200 ppm, etc. Directions for generating a symbol plot are contained in Box 2-26. EPA QA/G-9 Final QA00 Version 2 - 37 July 2000 0 5 1 2 Cr e e k Ro a d 23322 32731 34222 301 Figure 2-15. Example of a Symbol Plot Box 2-26: Directions for Generating a Posting Plot and a Symbol Plot with an Example On a map of the site, plot the location of each sample. At each location, either indicate the value of the data point (a posting plot) or indicate by an appropriate symbol (a symbol plot) the data range within which the value of the data point falls for that location, using one unique symbol per data range. Example: The spatial data displayed in the table below contains both a location (Northing and Easting) and a concentration level ([c]). The data range from 4.0 to 35.5 so units of 5 were chosen to group the data: Range Symbol Range Symbol 0.0 - 4.9 0 20.0 - 24.9 4 5.0 - 9.9 1 25.0 - 29.9 5 10.0 - 14.9 2 30.0 - 34.9 6 15.0 - 19.9 3 35.0 - 39.9 7 The data values with corresponding symbols then become: Northing Easting [c] Symbol Northing Easting [c] Symbol 25.0 0.0 4.0 0 15.0 15.0 16.5 3 25.0 5.0 11.6 2 15.0 0.0 8.9 1 25.0 10.0 14.9 2 10.0 5.0 14.7 2 25.0 15.0 17.4 3 10.0 10.0 10.9 2 20.0 0.0 17.7 3 10.0 15.0 12.4 2 20.0 5.0 12.4 2 5.0 0.0 22.8 4 20.0 10.0 28.6 5 5.0 5.0 19.1 3 20.0 15.0 7.7 1 5.0 10.0 10.2 2 15.0 0.0 15.2 3 5.0 15.0 5.2 1 15.0 5.0 35.5 7 0.0 5.0 4.9 0 15.0 10.0 14.7 2 0.0 15.0 17.2 3 The posting plot of this data is displayed in Figure 2-14 and the symbol plot is displayed in Figure 2-15. EPA QA/G-9 Final QA00 Version 2 - 38 July 2000 2.3.9.3 Other Spatial Graphical Representations The two plots described in Sections 2.3.9.1 and 2.3.9.2 provide information on the location of extreme values and spatial trends. The graphs below provide another item of interest to the data analyst, continuity of the spatial data. The graphical representations are not described in detail because they are used more for preliminary geostatistical analysis. These graphical representations can be difficult to develop and interpret. For more information on these representations, consult a statistician. An h-scatterplot is a plot of all possible pairs of data whose locations are separated by a fixed distance in a fixed direction (indexed by h). For example, a h-scatter plot could be based on all the pairs whose locations are 1 meter apart in a southerly direction. A h-scatter plot is similar in appearance to a scatter plot (Section 2.3.7.2). The shape of the spread of the data in a h- scatter plot indicates the degree of continuity among data values a certain distance apart in particular direction. If all the plotted values fall close to a fixed line, then the data values at locations separated by a fixed distance in a fixed location are very similar. As data values become less and less similar, the spread of the data around the fixed line increases outward. The data analyst may construct several h-scatter plots with different distances to evaluate the change in continuity in a fixed direction. A correlogram is a plot of the correlations of the h-scatter plots. Because the h-scatter plot only displays the correlation between the pairs of data whose locations are separated by a fixed distance in a fixed direction, it is useful to have a graphical representation of how these correlations change for different separation distances in a fixed direction. The correlogram is such a plot which allows the analyst to evaluate the change in continuity in a fixed direction as a function of the distance between two points. A spatial correlogram is similar in appearance to a temporal correlogram (Section 2.3.8.2). The correlogram spans opposite directions so that the correlogram with a fixed distance of due north is identical to the correlogram with a fixed distance of due south. Contour plots are used to reveal overall spatial trends in the data by interpolating data values between sample locations. Most contour procedures depend on the density of the grid covering the sampling area (higher density grids usually provide more information than lower densities). A contour plot gives one of the best overall pictures of the important spatial features. However, contouring often requires that the actual fluctuations in the data values are smoothed so that many spatial features of the data may not be visible. The contour map should be used with other graphical representations of the data and requires expert judgement to adequately interpret the findings. 2.4 Probability Distributions 2.4.1 The Normal Distribution Data, especially measurements, occur in natural patterns that can be considered to be a distribution of values. In most instances the data values will be grouped around some measure of EPA QA/G-9 Final QA00 Version 2 - 39 July 2000 control tendency such as the mean or median. The spread of the data (as determined by the sum of the squared distances from data point to the mean) is called the variance (the square root of this is called the standard deviation). A distribution with a large variance will be more spread out than one with a small variance (Figure 2-16). When the data values fall in a systematic pattern around the mean and then taper off rapidly to the tails, it is often a normal distribution or bell- shaped curve. Figure 2-16. The Normal Figure 2-17. The Standard Distribution Normal Curve (Z-Curve) The characteristics of a normal distribution are well known mathematically and when referred to, usually written as "data are distributed N (F, F2)" where the first characteristic is the mean (F) and the second, the variance (F2). It may be shown that any normal distribution can be transformed to a standard normal distribution, N(0,1), and this standard normal referred to as simply Z (Figure 2-17). It is frequently necessary to refer to the percentiles of a standard normal and in this guidance document, the subscript to a quoted Z-value will denote the percentile (or area under the curve, cumulative from the left), see Figure 2-17. 2.4.2 The t-Distribution The standard normal curve is used when exact information on the mean and variance are available, but when only estimates from a sample are available, a different distribution applies. When only information from a random sample on sample mean and sample variance is known for decision making purposes, a Student’s t distribution is appropriate. It resembles a standard normal but is lower in the center and fatter in the tails. The degree of fatness in the tails is a function of the degrees of freedom available, which in turn is related to sample size. 2.4.3 The Lognormal Distribution A commonly met distribution in environmental work is the lognormal distribution which has a more skewed (lopsided) shape than a normal, see Figure 2-18. The lognormal is bounded by zero and has a fatter tail than the normal. It is related to the normal by the simple relationship: if X is Figure 2-18. Three Differentdistributed lognormally, then Y = ln (X) is distributed normally. Lognormal DistributionsIt is common practice to transform data (and any standard being tested against) to achieve approximate normality prior to conducting statistical tests. EPA QA/G-9 Final QA00 Version 2 - 40 July 2000 0 2.4.4 Central Limit Theorem In nearly all estimation situations in environmental work, the focus of the investigation centers on the mean of a random sample of observations or measurements. It is rare that true normality of the observations can be assumed and therefore a question as whether to use statistical tests based on normality may be considered. In many cases, the normally-based statistical tests are not overly affected by the lack of normality as tests are very robust (sturdy) and perform tolerably well unless gross non-normality is present. In addition, the tests become increasingly tolerant of deviations from normality as the number of individual samples constituting the sample mean increases. In simple terms, as the size of the sample increases, the mean of that sample acts increasingly as if it came from a normal distribution regardless of the true distribution of the individual values. The taking of large samples "stabilizes" the mean, so it then acts as if normality was present and the statistical test remain valid. EPA QA/G-9 Final QA00 Version 2 - 41 July 2000 This page is intentionally blank. EPA QA/G-9 Final QA00 Version 2 - 42 July 2000 CHAPTER 3 STEP 3: SELECT THE STATISTICAL TEST THE DATA QUALITY ASSESSMENT PROCESS Review DQOs and Sampling Design Conduct Preliminary Data Review Select the Statistical Test Verify the Assumptions Draw Conclusions From the Data SELECT THE STATISTICAL TEST Purpose Select an appropriate procedure for analyzing data based on the preliminary data review. Activities Select Statistical Hypothesis Test Identify Assumptions Underlying Test Tools Hypothesis tests for a single population Hypothesis tests for comparing two populations Step 3: Select the Statistical Test • Select the statistical hypothesis test based on the data user's objectives and the results of the preliminary data review. • If the problem involves comparing study results to a fixed threshold, such as a regulatory standard, consider the hypothesis tests in Section 3.2. • If the problem involves comparing two populations, such as comparing data from two different locations or processes, then consider the hypothesis tests in Section 3.3. • Identify the assumptions underlying the statistical test. • List the key underlying assumptions of the statistical hypothesis test, such as distributional form, dispersion, independence, or others as applicable. • Note any sensitive assumptions where relatively small deviations could jeopardize the validity of the test results. EPA QA/G-9 Final QA00 Version 3 - 1 July 2000 List of Boxes Page Box 3-1: Directions for a One-Sample t-Test ................................... 3 - 7 Box 3-2: An Example of a One-Sample t-Test .................................. 3 - 8 Box 3-3: Directions for a One-Sample t-Test for a Stratified Random Sample ........... 3 - 9 Box 3-4: An Example of a One-Sample t-Test for a Stratified Random Sample ......... 3 - 10 Box 3-5: Directions for the Wilcoxon Signed Rank Test .......................... 3 - 12 Box 3-6: An Example of the Wilcoxon Signed Rank Test ......................... 3 - 13 Box 3-7: Directions for the Large Sample Approximation to the Wilcoxon Signed Rank Test ............................................ 3 - 14 Box 3-8: Directions for the Chen Test ....................................... 3 - 16 Box 3-9: Example of the Chen Test ......................................... 3 - 17 Box 3-10: Directions for the One-Sample Test for Proportions .................... 3 - 19 Box 3-11: An Example of the One-Sample Test for Proportions .................... 3 - 20 Box 3-12: Directions for a Confidence Interval for a Mean ....................... 3 - 21 Box 3-13: An Example of a Confidence Interval for a Mean ...................... 3 - 21 Box 3-14: Directions for the Student's Two-Sample t-Test (Equal Variances) . ......... 3 - 24 Box 3-15: An Example of a Student's Two-Sample t-Test (Equal Variances . .......... 3 - 25 Box 3-16: Directions for Satterthwaite's t-Test (Unequal Variances . ................ 3 - 26 Box 3-17: An Example of Satterthwaite's t-Test (Unequal Variances) ................ 3 - 27 Box 3-18: Directions for a Two-Sample Test for Proportions ..................... 3 - 29 Box 3-19: An Example of a Two-Sample Test for Proportions ..................... 3 - 30 Box 3-20: Directions for the Wilcoxon Rank Sum Test ........................... 3 - 32 Box 3-21: An Example of the Wilcoxon Rank Sum Test .......................... 3 - 33 Box 3-22: Directions for the Large Sample Approximation to the Wilcoxon Rank Sum Test ...................................... 3 - 34 Box 3-23: Directions for a Modified Quantile Test .............................. 3 - 36 Box 3-24: A Example of a Modified Quantile Test .............................. 3 - 37 Box 3-25: Directions for Dunnett’s Test for Simple Random and Systematic Samples . ... 3 - 39 Box 3-26: An Example of Dunnett’s Test for Simple Random and Systematic Samples . .. 3 - 40 EPA QA/G-9 Final QA00 Version 3 - 2 July 2000 CHAPTER 3 STEP 3: SELECT THE STATISTICAL TEST 3.1 OVERVIEW AND ACTIVITIES This chapter provides information that the analyst can use in selecting an appropriate statistical hypothesis test that will be used to draw conclusions from the data. A brief review of hypothesis testing is contained in Chapter 1. There are two important outputs from this step: (1) the test itself, and (2) the assumptions underlying the test that determine the validity of conclusions drawn from the test results. This section describes the two primary activities in this step of DQA. The remaining sections in this chapter contain statistical tests that may be useful for analyzing environmental data. In the one-sample tests discussed in Section 3.2, data from a population are compared with an absolute criterion such as a regulatory threshold or action level. In the two-sample tests discussed in Section 3.3, data from a population are compared with data from another population (for example, an area expected to be contaminated might be compared with a background area). For each statistical test, this chapter presents its purpose, assumptions, limitations, robustness, and the sequence of steps required to apply the test. The directions for each hypothesis test given in this chapter are for simple random sampling and randomized systematic sampling designs, except where noted otherwise. If a more complex design is used (such as a stratified design or a composite random sampling design) then different formulas are needed, some of which are contained in this chapter. 3.1.1 Select Statistical Hypothesis Test If a particular test has been specified either in the DQO Process, the QA Project Plan, or by the particular program or study, the analyst should use the results of the preliminary data review to determine if this statistical test is legitimate for the data collected. If the test is not legitimate, the analyst should document why this particular statistical test should not be applied to the data and then select a different test, possibly after consultation with the decision maker. If a particular test has not been specified, the analyst should select a statistical test based on the data user's objectives, preliminary data review, and likely viable assumptions. 3.1.2 Identify Assumptions Underlying the Statistical Test All statistical tests make assumptions about the data. Parametric tests assume the data have some distributional form (e.g., the t-test assumes normal distribution), whereas nonparametric tests do not make this assumption (e.g., the Wilcoxon test only assumes the data are symmetric but not necessarily normal). However, both parametric and nonparametric tests may assume that the data are statistically independent or that there are no trends in the data. While examining the data, the analyst should always list the underlying assumptions of the statistical hypothesis test, such as distribution, dispersion, or others as applicable. EPA QA/G-9 Final QA00 Version 3 - 3 July 2000 Another important feature of statistical tests is their sensitivities (nonrobustness) to departures from the assumptions. A statistical procedure is called robust if its performance is not seriously affected by moderate deviations from its underlying assumptions. The analyst should note any sensitive assumptions where relatively small deviations could jeopardize the validity of the test results. 3.2 TESTS OF HYPOTHESES ABOUT A SINGLE POPULATION A one-sample test involves the comparison of a population parameter (e.g., a mean, percentile, or variance) to a threshold value. Both the threshold value and the population parameter were specified during Step 1: Review DQOs and Sampling Design. In a one-sample test, the threshold value is a fixed number that does not vary. If the threshold value was estimated (and therefore contains variability), a one-sample test is not appropriate. An example of a one- sample test would be to determine if 95% of all companies emitting sulfur dioxide into the air are below a fixed discharge level. For this example, the population parameter is a percentage (proportion) and the threshold value is 95% (.95). Another example is a common Superfund problem that involves comparing the mean contaminant concentration to a risk-based standard. In this case, the risk-based standard (which is fixed) is the threshold value and the statistical parameter is the true mean contaminant concentration level of the site. However, comparing the mean concentration in an area to the mean concentration of a reference area (background) would not be a one-sample test because the mean concentration in the reference area would need to be estimated. The statistical tests discussed in this section may be used to determine if 2 # 20 or 2 > 20, where 2 represents either the population mean, median, a percentile, or a proportion and 20 represents the threshold value. Section 3.2.1 discusses tests concerning the population mean, Section 3.2.2 discusses tests concerning a proportion or percentile, and Section 3.2.2 discusses tests for a median. 3.2.1 Tests for a Mean A population mean is a measure of the center of the population distribution. It is one of the most commonly used population parameters in statistical hypothesis testing because its distribution is well known for large sample sizes. The hypotheses considered in this section are: Case 1: H0: µ # C vs. HA: µ > C; and Case 2: H0: µ $ C vs. HA: µ < C where C represents a given threshold such as a regulatory level, and µ denotes the (true) mean contaminant level for the population. For example, C may represent the arsenic concentration level of concern. Then if the mean of the population exceeds C, the data user may wish to take action. EPA QA/G-9 Final QA00 Version 3 - 4 July 2000 The information required for this test (defined in Step 1) includes the null and alternative hypotheses (either Case 1 or Case 2); the gray region, i.e., a value µ1 > C for Case 1 or a value µ1 < C for Case 2 representing the bound of the gray region; the false rejection error rate " at C; the false acceptance error rate $ at µ1; and any additional limits on decision errors. It may be helpful to label any additional false rejection error limits as " 2 at C2, " 3 at C3, etc., and to label any additional false acceptance error limits as $2 at µ2, $3 at µ3, etc. For example, consider the following decision: determine whether the mean contaminant level at a waste site is greater than 10 ppm. The null hypothesis is H0: µ $ 10 ppm and the alternative hypothesis is HA: µ < 10 ppm. A gray region has been set from 10 to 8 ppm, a false rejection error rate of 5% has been set at 10 ppm, and a false acceptance error rate of 10% has been set at 8 ppm. Thus, C = 10 ppm, µ1 = 8 ppm, " = 0.05, and $ = 0.1. If an additional false acceptance error rate was set, for example, an error rate of 1% at 4 ppm, then $2 = .01 and µ2 = 4 ppm. 3.2.1.1 The One-Sample t-Test PURPOSE Given a random sample of size n (or a composite sample of size n, each composite consisting of k aliquots), the one-sample t-test can be used to test hypotheses involving the mean (µ) of the population from which the sample was selected. ASSUMPTIONS AND THEIR VERIFICATION The primary assumptions required for validity of the one-sample t-test are that of a random sample (independence of the data values) and that the sample mean X¯ is approximately normally distributed. Because the sample mean and standard deviation are very sensitive to outliers, the t-test should be preceded by a test for outliers (see Section 4.4). Approximate normality of the sample mean follows from approximate normality of the data values. In addition, the Central Limit Theorem states that the sample mean of a random sample from a population with an unknown distribution will be approximately normally distributed provided the sample size is large. This means that although the population distribution from which the data are drawn can be distinctly different from the normal distribution, the distribution of the sample mean can still be approximately normal when the sample size is relatively large. Although preliminary tests for normality of the data can and should be done for small sample sizes, the conclusion that the sample does not follow a normal distribution does not automatically invalidate the t-test, which is robust to moderate violations of the assumption of normality for large sample sizes. LIMITATIONS AND ROBUSTNESS The t-test is not robust to outliers because the sample mean and standard deviation are influenced greatly by outliers. The Wilcoxon signed rank test (see Section 3.2.1.2) is more EPA QA/G-9 Final QA00 Version 3 - 5 July 2000 robust, but is slightly less powerful. This means that the Wilcoxon signed rank test is slightly less likely to reject the null hypothesis when it is false than the t-test. The t-test has difficulty dealing with less-than values, e.g., values below the detection limit, compared with tests based on ranks or proportions. Tests based on a proportion above a given threshold (Section 3.2.2) are more valid in such a case, if the threshold is above the detection limit. It is also possible to substitute values for below detection-level data (e.g., ½ the detection level) or to adjust the statistical quantities to account for nondetects (e.g., Cohen's Method for normally or lognormally distributed data). See Chapter 4 for more information on dealing with data that are below the detection level. SEQUENCE OF STEPS Directions for a one-sample t-test for a simple, systematic, and composite random samples are given in Box 3-1 and an example is given in Box 3-2. Directions for a one-sample t-test for a stratified random sample are given in Box 3-3 and an example is given in Box 3-4. EPA QA/G-9 Final QA00 Version 3 - 6 July 2000                  Box 3-1: Directions for a One-Sample t-Test for Simple and Systematic Random Samples with or without Compositing Let X1, X2, . . . , Xn represent the n data points. These could be either n individual samples or n composite samples consisting of k aliquots each. These are the steps for a one-sample t-test for Case 1 (H0: µ # C); modifications for Case 2 (H0: µ $ C) are given in braces { }. STEP 1: Calculate the sample mean, X¯ (Section 2.2.2), and the standard deviation, s (Section 2.2.3). STEP 2: Use Table A-1 of Appendix A to find the critical value t1-" such that 100(1-")% of the t distribution with n - 1 degrees of freedom is below t1-". For example, if " = 0.05 and n = 16, then n-1 = 15 and t1-" = 1.753. STEP 3: n) . ¯ (Calculate the sample value t = X -C) / (s/ STEP 4: Compare t with t1-". 1) If t > t1-" {t < -t1-"}, the null hypothesis may be rejected. Go to Step 6. 2) If t Ý t1-" {t Û -t1-"}, there is not enough evidence to reject the null hypothesis and the false acceptance error rate should be verified. Go to Step 5. STEP 5: As the null hypothesis (H0) was not rejected, calculate either the power of the test or the sample size necessary to achieve the false rejection and false acceptance error rates. To calculate the power, assume that the true values for the mean and standard deviation are those obtained in the sample and use a software package like the Decision Error Feasibility Trial (DEFT) software (EPA, 1994) to generate the power curve of the test. If only one false acceptance error rate ($) has been specified (at µ1), it is possible to calculate the sample size which achieves the DQOs, assuming the true mean and standard deviation are equal to the values estimated from the sample, instead of calculating the power of the test. To do this, )2s 2(z1-"+ z1-$2calculate m = + (0.5)z where z1-" p is the pth percentile of the standard normal (µ1 -C)2 distribution (Table A-1 of Appendix A). Round m up to the next integer. If m # n, the false acceptance error rate has been satisfied. If m > n, the false acceptance error rate has not been satisfied. STEP 6: The results of the test may be: 1) the null hypothesis was rejected and it seems that the true mean is greater than C {less than C}; 2) the null hypothesis was not rejected and the false acceptance error rate was satisfied and it seems that the true mean is less than C {greater than C}; or 3) the null hypothesis was not rejected and the false acceptance error rate was not satisfied and it seems that the true mean is less than C {greater than C} but conclusions are uncertain since the sample size was too small. Report the results of the test, the sample size, sample mean, standard deviation, t and t1-". Note: The calculations for the t-test are the same for both simple random or composite random sampling. The use of compositing will usually result in a smaller value of "s" than simple random sampling. EPA QA/G-9 Final QA00 Version 3 - 7 July 2000                                Box 3-2: An Example of a One-Sample t-Test for a Simple Random or Composite Sample Consider the following 9 random (or composite samples each of k aliquots) data points: 82.39 ppm, 103.46 ppm, 104.93 ppm, 105.52 ppm, 98.37 ppm, 113.23 ppm, 86.62 ppm, 91.72 ppm, and 108.21 ppm. This data will be used to test the hypothesis: H0: µ # 95 ppm vs. HA: µ > 95 ppm. The decision maker has specified a 5% false rejection decision error limit (") at 95 ppm (C), and a 20% false acceptance decision error limit ($) at 105 ppm (µ1). STEP 1: Using the directions in Box 2-2 and Box 2-3, it was found that ¯X = 99.38 ppm and s = 10.41 ppm. STEP 2: Using Table A-1 of Appendix A, the critical value of the t distribution with 8 degrees of freedom is t0.95 = 1.86. X¯ -C 99.38 -95STEP 3: t = = = 1.26 s/ n 10.41/ 9 STEP 4: Because 1.26 Ý 1.86, there is not enough evidence to reject the null hypothesis and the false acceptance error rate should be verified. STEP 5: Because there is only one false acceptance error rate, it is possible to use the sample size formula to determine if the error rate has been satisfied. Therefore, )2s 2(z1-"+ z1-$ 2 m = + (0.5)z 1-" C)2(µ1 - 10.412(1.645 + 0.842)2 = + (0.5)(1.645)2 = 8.049, (95 -105 )2 i.e., 9 Notice that it is customary to round upwards when computing a sample size. Since m=n, the false acceptance error rate has been satisfied. STEP 6: The results of the hypothesis test were that the null hypothesis was not rejected but the false acceptance error rate was satisfied. Therefore, it seems that the true mean is less than 95 ppm. EPA QA/G-9 Final QA00 Version 3 - 8 July 2000                                Box 3-3: Directions for a One-Sample t-Test for a Stratified Random Sample Let h=1, 2, 3, . . . , L represent the L strata and nh represent the sample size of stratum h. These steps are for a one-sample t-test for Case 1 (H0: µ # C); modifications for Case 2 (H0: µ $ C) are given in braces { }. STEP 1: Calculate the stratum weights (Wh) by calculating the proportion of the volume in Vhstratum h, Wh = where Vh is the surface area of stratum h multiplied by L Vh h= 1 the depth of sampling in stratum h. j n hjXhi ¯STEP 2: For each stratum, calculate the sample stratum mean Xh = i= 1 and the sample stratum n h 2)¯ -n h (X X2 hi h j standard error s = .h i= 1 n h - 1 2L L s W 2 ¯¯STEP 3: Calculate overall mean XST = W hXh, and variance sST 2 = h h . j n hh=1 h= 1 2 )2 j (s 4L W 4 h s h 2 j STdofSTEP 4:Calculate the degrees of freedom (dof): = . (1)1h=n n -hh Use Table A-1 of Appendix A to find the critical value t1-" so that 100(1-")% of the t distribution with the above degrees of freedom (rounded to the next highest integer) is below t1-". ¯ -CXSTSTEP 5: Calculate the sample value: t = 2 sST STEP 6: Compare t to t1-". If t > t1-" {t < -t1-"}, the null hypothesis may be rejected. Go to Step 8. If t Ý t1-" {t Û - t1-"}, there is not enough evidence to reject the null hypothesis and the false acceptance error rate should be verified. Go to Step 7. STEP 7: If the null hypothesis was not rejected, calculate either the power of the test or the sample size necessary to achieve the false rejection and false acceptance error rates (see Step 5, Box 3-2). STEP 8: The results of the test may be: 1) the null hypothesis was rejected so it seems that the true mean is less than C {greater than C}; 2) the null hypothesis was not rejected and the false acceptance error rate was satisfied and it seems that the true mean is greater than C {less than C}; or 3) the null hypothesis was not rejected and the false acceptance error rate was not satisfied and it seems that the true mean is greater than C {less than C} but conclusions are uncertain since the sample size was too small. Report the results of the test, as well as the sample size, sample mean, and sample standard deviation for each stratum, the estimated t, the dof, and t 1-". EPA QA/G-9 Final QA00 Version 3 - 9 July 2000 Box 3-4: An Example of a One-Sample t-Test for a Stratified Random Sample Consider a stratified sample consisting of two strata where stratum 1 comprises 10% of the total site surface area and stratum 2 comprises the other 90%, and 40 samples were collected from stratum 1, and 60 samples were collected from stratum 2. For stratum 1, the sample mean is 23 ppm and the sample standard deviation is 18.2 ppm. For stratum 2, the sample mean is 35 ppm, and the sample standard deviation is 20.5 ppm. This information will be used to test the null hypothesis that the overall site mean is greater than or equal to 40 ppm, i.e., H0: µ $ 40 ppm (Case 2). The decision maker has specified a 1% false rejection decision limit (") at 40 ppm and a 20% false acceptance decision error limit ($) at 35 ppm (µ1). STEP 1: W 1 = 10/100 = 0.10, W2 = 90/100 = 0.9. STEP 2: From above, ¯X1 = 23 ppm, X¯ 2 = 35 ppm, s1 = 18.2, and s2 = 20.5. This information was developed using the equations in step 2 of Box 3-3. STEP 3: The estimated overall mean concentration is: L ¯ ¯ ¯ ¯XST ' jWhXh ' W1X1 % W2X2 ' (.1)(23) % (.9)(35) ' 33.8 ppm. h'1 and the estimated overall variance is: 2L s2 W 2 h (.1)2 (18.2)2 (.9)2 (20.5)2 '  ' % ' 5.76 sST j h h'1 40 60nh STEP 4: The approximate degrees of freedom (dof) is: 2 )2(sST (5.76)2 dof ' ' ' 60.8 , i.e., 614L W 4 (.1)4 (18.2)4 % (.9)4 (20.5)4 h s hj 2 (40)2 39 (60)2 59h'1 n & 1)h (n h Note how the degrees of freedom has been rounded up to a whole number. Using Table A-1 of Appendix A, the critical value t1-" of the t distribution with 61 dof is approximately 2.39. X¯ ST & C 33.8 & 40STEP 5: Calculate the sample value t '  ' ' &2.58 5.76 sST 2 STEP 6: Because -2.58 < -2.39 the null hypothesis may be rejected. STEP 7: Because the null hypothesis was rejected, it is concluded that the mean is probably less than 40 ppm. In this example there is no need to calculate the false acceptance rate as the null hypothesis was rejected and so the chance of making a false acceptance error is zero by definition. EPA QA/G-9 Final QA00 Version 3 - 10 July 2000 3.2.1.2 The Wilcoxon Signed Rank (One-Sample) Test for the Mean PURPOSE Given a random sample of size n (or composite sample size n, each composite consisting of k aliquots), the Wilcoxon signed rank test can be used to test hypotheses regarding the population mean or median of the population from which the sample was selected. ASSUMPTIONS AND THEIR VERIFICATION The Wilcoxon signed rank test assumes that the data constitute a random sample from a symmetric continuous population. (Symmetric means that the underlying population frequency curve is symmetric about its mean/median.) Symmetry is a less stringent assumption than normality since all normal distributions are symmetric, but some symmetric distributions are not normal. The mean and median are equal for a symmetric distribution, so the null hypothesis can be stated in terms of either parameter. Tests for symmetry can be devised which are based on the chi-squared distribution, or a test for normality may be used. If the data are not symmetric, it may be possible to transform the data so that this assumption is satisfied. See Chapter 4 for more information on transformations and tests for symmetry. LIMITATIONS AND ROBUSTNESS Although symmetry is a weaker assumption than normality, it is nonetheless a strong assumption. If the data are not approximately symmetric, this test should not be used. For large sample sizes (n > 50), the t-test is more robust to violations of its assumptions than the Wilcoxon signed rank test. For small sample sizes, if the data are not approximately symmetric and are not normally distributed, this guidance recommends consulting a statistician before selecting a statistical test or changing the population parameter to the median and applying a different statistical test (Section 3.2.3). The Wilcoxon signed rank test may produce misleading results if many data values are the same. When values are the same, their relative ranks are the same, and this has the effect of diluting the statistical power of the Wilcoxon test. Box 3-5 demonstrates the method used to break tied ranks. If possible, results should be recorded with sufficient accuracy so that a large number of equal values do not occur. Estimated concentrations should be reported for data below the detection limit, even if these estimates are negative, as their relative magnitude to the rest of the data is of importance. SEQUENCE OF STEPS Directions for the Wilcoxon signed rank test for a simple random sample and a systematic simple random sample are given in Box 3-5 and an example is given in Box 3-6 for samples sizes smaller than 20. For sample sizes greater than 20, the large sample approximation to the Wilcoxon Signed Rank Test should be used. Directions for this test are given in Box 3-7. EPA QA/G-9 Final QA00 Version 3 - 11 July 2000 Box 3-5: Directions for the Wilcoxon Signed Rank Test for Simple and Systematic Random Samples Let X1, X2, . . . , Xn represent the n data points. The following describes the steps for applying the Wilcoxon signed rank test for a sample size (n) less than 20 for Case 1 (H0: µ # C); modifications for Case 2 (H0: µ $ C) are given in braces {}. If the sample size is greater than or equal to 20, use Box 3-7. STEP 1: If possible, assign values to any measurements below the detection limit. If this is not possible, assign the value "Detection Limit divided by 2" to each value. Then subtract each observation X i from C to obtain the deviations di = C - Xi. If any of the deviations are zero delete them and correspondingly reduce the sample size n. STEP 2: Assign ranks from 1 to n based on ordering the absolute deviations |d i| (i.e., magnitude of differences ignoring the sign) from smallest to largest. The rank 1 is assigned to the smallest value, the rank 2 to the second smallest value, and so forth. If there are ties, assign the average of the ranks which would otherwise have been assigned to the tied observations. STEP 3: Assign the sign for each observation to create the signed rank. The sign is positive if the deviation di is positive; the sign is negative if the deviation di is negative. STEP 4: Calculate the sum R of the ranks with a positive sign. STEP 5: Use Table A-6 of Appendix A to find the critical value w". If R < w", {R > n(n+1)/2 - w"}, the null hypothesis may be rejected; proceed to Step 7. Otherwise, there is not enough evidence to reject the null hypothesis, and the false acceptance error rate will need to be verified; proceed to Step 6. STEP 6: If the null hypothesis (H0) was not rejected, calculate either the power of the test or the sample size necessary to achieve the false rejection and false acceptance error rates using a software package like the DEFT software (EPA, 1994). For large sample sizes, calculate, s 2(z1&"%z1&$)2 2 m = + (0.5)z 1-" (µ1 -C)2 where zp is the pth percentile of the standard normal distribution (Table A-1 of Appendix A). If 1.16m # n, the false acceptance error rate has been satisfied. STEP 7: The results of the test may be: 1) the null hypothesis was rejected and it seems that the true mean is greater than C {less than C}; 2) the null hypothesis was not rejected and the false acceptance error rate was satisfied and it seems that the true mean is less than C {greater than C}; or 3) the null hypothesis was not rejected and the false acceptance error rate was not satisfied and it seems that the true mean is greater than C {less than C} but conclusions are uncertain since the sample size was too small. EPA QA/G-9 Final QA00 Version 3 - 12 July 2000 Box 3-6: An Example of the Wilcoxon Signed Rank Test for a Simple Random Sample Consider the following 10 data points: 974 ppb, 1044 ppb, 1093 ppb, 897 ppb, 879 ppb, 1161 ppb, 839 ppb, 824 ppb, 796 ppb, and one observation below the detection limit of 750 ppb. This data will be used to test the hypothesis: H0: µ $ 1000 ppb vs. HA: µ < 1000 ppb (Case 2). The decision maker has specified a 10% false rejection decision error limit (") at 1000 ppb (C), and a 20% false acceptance decision error limit ($) at 900 ppb (µ1). STEP 1: Assign the value 375 ppb (750 divided by 2) to the data point below the detection limit. Subtract C (1000) from each of the n observations Xi to obtain the deviations di = 1000 - Xi. This is shown in row 2 of the table below. Xi 974 1044 1093 897 879 1161 839 824 796 375 d i 26 -44 -93 103 121 -161 161 176 204 625 |di| 26 44 93 103 121 161 161 176 204 625 rank 12 2 3 4 5 6.5 6.5 8 9 10 s-rank 1 -2 -3 4 5 -6.5 6.5 8 9 10 STEP 2: Assign ranks from 1 to n based on ordering the absolute deviations |di| (magnitude ignoring any negative sign) from smallest to largest. The absolute deviations are listed in row 3 of the table above. Note that the data have been sorted (rearranged) for clarity so that the absolute deviations are ordered from smallest to largest. The rank 1 is assigned to the smallest value, the rank 2 to the second smallest value, and so forth. Observations 6 and 7 are ties, therefore, the average (6+7)/2 = 6.5 will be assigned to the two observations. The ranks are shown in row 4. STEP 3: Assign the sign for each observation to create the signed rank. The sign is positive if the deviation di is positive; the sign is negative if the deviation di is negative. The signed rank is shown in row 5. STEP 4: R = 1 + 4 + 5 + 6.5 + 8 + 9 + 10 = 43.5. STEP 5: Table A-6 of Appendix A was used to find the critical value w" where " = 0.10. For this example, w0.10 = 15. Since 43.5 > (10x11)/2 - 15 = 40, the null hypothesis may be rejected. STEP 7: The null hypothesis was rejected with a 10% significance level using the Wilcoxon signed rank test. Therefore, it would seem that the true mean is below 1000 ppb. EPA QA/G-9 Final 3 - 13 Box 3-7: Directions for the Large Sample Approximation to the Wilcoxon Signed Rank Test for Simple and Systematic Random Samples Let X1, X2, . . . , Xn represent the n data points where n is greater than or equal to 20. The following describes the steps for applying the large sample approximation for the Wilcoxon signed rank test for Case 1 (H0: µ # C); modifications for Case 2 (H0: µ $ C) are given in braces {}. STEP 1: If possible, assign values to any measurements below the detection limit. If this is not possible, assign the value "Detection Limit divided by 2" to each value. Then subtract each observation Xi from C to obtain the deviations di = C - Xi. If any of the deviations are zero delete them and correspondingly reduce the sample size n. STEP 2: Assign ranks from 1 to n based on ordering the absolute deviations |di| (i.e., magnitude of differences ignoring the sign) from smallest to largest. The rank 1 is assigned to the smallest value, the rank 2 to the second smallest value, and so forth. If there are ties, assign the average of the ranks which would otherwise have been assigned to the tied observations. STEP 3: Assign the sign for each observation to create the signed rank. The sign is positive if the deviation di is positive; the sign is negative if the deviation di is negative. STEP 4: Calculate the sum R of the ranks with a positive sign. STEP 5: Calculate w ' n (n % 1) 4 % x p n(n % 1)(2n % 1)/24 where p = 1 -" {p = "} and zp is the pth percentile of the standard normal distribution (Table A-1 of Appendix A). STEP 6: If R < w {R > w}, the null hypothesis may be rejected. Go to Step 8. Otherwise, there is not enough evidence to reject the null hypothesis, and the false acceptance error rate will need to be verified. Go to Step 7. STEP 7: If the null hypothesis (H0) was not rejected, calculate either the power of the test or the sample size necessary to achieve the false rejection and false acceptance error rates using a software package like the DEFT software (EPA , 1994). For large sample sizes, calculate, )2s 2(z1&"%z1&$ 2 m '% (0.5)z1&" (µ1&C)2 where z p is the pth percentile of the standard normal distribution (Table A-1 of Appendix A). If 1.16m # n, the false acceptance error rate has been satisfied. STEP 8: The results of the test may be: 1) the null hypothesis was rejected and it seems that the true mean is greater {less} than C; 2) the null hypothesis was not rejected and the false acceptance error rate was satisfied and it seems that the true mean is less than C {greater than C}; or 3) the null hypothesis was not rejected and the false acceptance error rate was not satisfied and it seems that the true mean is greater than C {less than C} but conclusions are uncertain since the sample size was too small. Report the results of the test, the sample size, R, and w. EPA QA/G-9 Final QA00 Version 3 - 14 July 2000 3.2.1.3 The Chen Test PURPOSE Environmental data such as concentration measurements are often confined to positive values and appear to follow a distribution with most of the data values relatively small or near zero but with a few relatively large data values. Underlying such data is some distribution which is not symmetrical (like a normal) but which is skewed to the right (like a log normal). Given a random sample of size ‘n’ from a right-skewed distribution, the Chen test can be used to compare the mean (µ) of the distribution with a threshold level or regulatory value. The null hypothesis has the form H0: µ # C, where C is a given threshold level; the alternative hypothesis is HA: µ > C. The method is not recommended for testing null hypotheses of the form H0: µ $ C against HA: µ < C. ASSUMPTIONS AND THEIR VERIFICATION This test assumes the data arise from a right-skewed distribution and that a random sample has been employed. The data should be examined (e.g., via a histogram) to determine whether the assumption of a right-skewed distribution appears reasonable. In addition, the sample skewness should be calculated (see Box 3-8); a positive value for the skewness will tend to confirm that the distribution has a long right tail. LIMITATIONS AND ROBUSTNESS Chen’s test is a generalization of the t-test, with slightly more complicated calculations that involve calculating the sample mean, standard deviation, and skewness. The Chen method has been subjected to extensive simulation studies in order to assess its statistical properties. For a broad class of assumed distributions, the method has been found to accurately achieve the desired significance level and to have good power. It is preferred over other tests when the data come from a right-skewed distribution and the direction of the inequalities in the hypotheses are compatible with the user’s objective. Like the t test, this test can have some difficulties in dealing with less-than values, especially if there are a large number of such values. For a moderate amount of nondetects, a substituted value for the nondetects (e.g.,½ of the detection limit) will suffice if the threshold level C is much larger than the detection limit. SEQUENCE OF STEPS Box 3-8 provides direction for conducting the Chen test; Box 3-9 gives and example. EPA QA/G-9 Final QA00 Version 3 - 15 July 2000 Box 3-8: Directions for the Chen Test Let X1, X2, . . . , Xn represent the n data points. Let C denote the threshold level of interest. The null hypothesis is H0: µ # C and the alternative is HA: µ > C, the level of significance is ". STEP 1: If at most 15% of the data points are below the detection limit (DL) and C is much larger than the DL, then replace values below the DL with DL/2. STEP 2: Visually check the assumption of right-skewness by inspecting a histogram or frequency plot for the data. (The Chen test is appropriate only for data which are skewed to the right.) STEP 3: Calculate the sample mean, X¯ (Section 2.2.2), and the standard deviation, s (Section 2.2.3). n 3n� ( X -X )i i =1STEP 4: Calculate the sample skewness b = 3 ; the quantity a = b , the t-statistic (n -1)(n -2)s ( X -C ) 2 2 3t = , and then compute T = t + a (1 + 2t ) + 4 a (t + 2t ).s n NOTE: The skewness b should be greater than 1 to confirm the data are skewed to the right. STEP 5: Use the last row of Table A-1 in Appendix A to find the critical value z1-" such that 100(1-")% of the Normal distribution is below t1-". For example, if " = 0.05 then z1-" = 1.645. STEP 6: Compare t with z1-". 1) If t > z1-", the null hypothesis may be rejected and it seems that the true mean is greater than C; 2) If t Ý z1-", there is not enough evidence to reject the null hypothesis so it seems that the true mean is less than C. n6 3.2.2 Tests for a Proportion or Percentile This section considers hypotheses concerning population proportions and percentiles. A population proportion is the ratio of the number of elements of a population that has some specific characteristic to the total number of elements. A population percentile represents the percentage of elements of a population having values less than some threshold C. Thus, if x is the 95th percentile of a population, 95% of the elements of the population have values less than C and 5% of the population have values greater than C. This section of the guidance covers the following hypothesis: Case 1: H0: P # P0 vs. HA: P > P0 and Case 2: H0: P $ P0 vs. HA: P < P0 where P is a proportion of the population, and P0 represents a given proportion (0 # P0 # 1). Equivalent hypotheses written in terms of percentiles are H0: the 100Pth percentile is C or larger for Case 1, and H0: the 100Pth percentile is C or smaller for Case 2. For example, consider the decision to determine whether the 95th percentile of a container of waste is less than 1 mg/L cadmium. The null hypothesis in this case is EPA QA/G-9 Final QA00 Version 3 - 16 July 2000 Box 3-9: Example of the Chen Test Consider the following sample of a contaminant concentration measurements in (in ppm):2.0, 2.0, 5.0, 5.2, 5.9, 6.6, 7.4, 7.4, 9.7, 9.7, 10.2, 11.5, 12.4, 12.7, 14.1, 15.2, 17.7, 18.9, 22.8, 28.6, 30.5, 35.5. We want to test the null hypothesis that the mean µ is less than 10 ppm versus the alternative that it exceeds 10 ppm. A significance level of 0.05 is to be used. STEP 1: Since all of the data points exceed the detection limit, there is no need to substitute values for below the detection limit. 10 8 0 5 10 15 20 25 30 35 40 Concentration (ppm) STEP 2: A frequency plot of the 23 data points confirms the right-skewness. Fr e q u e n c y STEP 3: Using boxes 2-2 and 2-4 of Chapter 2, it is found that X¯ = 13.08 ppm 6 4 2 and s = 8.99 ppm. 0 n 23 3 3n� ( X -X ) 23� ( X -13 08 . )i i i =1 i =1STEP 4: b = 3 = 3 = 114 ,. (n -1)(n -2)s (22)(21 .)(8 99 ) . 0 0396 ,a = b 6 n = 114 6 23 = . ( X -C ) (13 08 . -10 )the t-statistic t = = = 1 65 , and. s .8 99 n 23 2 2 3 = .compute T = t + a (1 + 2t ) + 4a (t + 2t ) 1 965 (The value of 1.14 for skewness confirms that the data are skewed to the right.) STEP 5: Using the last row of Table A-1 of Appendix A, the critical value z0.95 of the Normal distribution is 1.645. STEP 6: Since T > z0.95 (1.965 > 1.645), the null hypothesis is rejected and we conclude that the true mean is greater than 10 ppm. Ho: the 95th percentile of cadmium is less than 1 mg/L. Now, instead of considering the population to consist of differing levels of cadmium, consider the population to consist of a binary variable that is '1' if the cadmium level is above 1 mg/L or is '0' if the level is below 1 mg/L. In this case, the hypothesis may be changed to a test for a proportion so that the null hypothesis becomes H0: P < .95 where P represents the proportion of 1's (cadmium levels above 1 mg/L) in the container of waste. Thus, any hypothesis about the proportion of the site below a threshold can be converted to an equivalent hypothesis about percentiles. Therefore, only hypotheses about the proportion of the site below a threshold will be discussed in this section. The information required for this test includes the null and alternative hypotheses, the gray region, the false rejection error rate " at P0, the false acceptance error rate $ at P1, and any additional limits on decision errors. It may be helpful to label any additional false rejection error limits as " 2 at P"2, " 3 at P"3, etc., and any additional false acceptance error limits as $2 at P$2, $3 at P$3, etc. EPA QA/G-9 Final QA00 Version 3 - 17 July 2000 3.2.2.1 The One-Sample Proportion Test PURPOSE Given a random sample of size n, the one-sample proportion test may be used to test hypotheses regarding a population proportion or population percentile for a distribution from which the data were drawn. Note that for P=.5, this test is also called the Sign test. ASSUMPTIONS AND THEIR VERIFICATION The only assumption required for the one-sample proportion test is the assumption of a random sample. To verify this assumption, review the procedures and documentation used to select the sampling points and ascertain that proper randomization has been used. LIMITATIONS AND ROBUSTNESS Since the only assumption is that of a random sample, the procedures are valid for any underlying distributional shape. The procedures are also robust to outliers, as long as they do not represent data errors. SEQUENCE OF STEPS Directions for the one-sample test for proportions for a simple random sample and a systematic random sample are given in Box 3-10, an example is given in Box 3-11. 3.2.3 Tests for a Median A population median (˜µ) is another measure of the center of the population distribution. This population parameter is less sensitive to extreme values and nondetects than the sample mean. Therefore, this parameter is sometimes used instead of the mean when the data contain a large number of nondetects or extreme values. The hypotheses considered in this section are: Case 1: H0: ˜µ # C vs. HA: µ˜ > C; and Case 2: H0: ˜µ $ C vs. HA: µ˜ < C where C represents a given threshold such as a regulatory level. It is worth noting that the median is the 50th percentile, so the methods described in Section 3.2.2 may be used to test hypotheses concerning the median by letting P0 = 0.50. In this case, the one-sample test for proportions is also called the Sign Test for a median. The Wilcoxon signed rank test (Section 3.2.1.2) can also be applied to a median in the same manner as it is applied to a mean. In EPA QA/G-9 Final QA00 Version 3 - 18 July 2000 Box 3-10: Directions for the One-Sample Test for Proportions for Simple and Systematic Random Samples This box describes the steps for applying the one-sample test for proportions for Case 1 (H0: P # P0); modifications for Case 2 (H0: P $ P0) are given in braces { }. STEP 1: Given a random sample X 1, X2, . . . , Xn of measurements from the population, let p (small p) denote the proportion of X's that do not exceed C, i.e., p is the number (k) of sample points that are less than or equal to C, divided by the sample size n. STEP 2: Compute np, and n(1-p). If both np and n(1-p) are greater than or equal to 5, use Steps 3 and 4. Otherwise, consult a statistician as analysis may be complex. p & .5/n & P0 p % .5/n & P0STEP 3: Calculate z ' for Case 1 or z ' for P0(1&P0)/n P0(1&P0)/n Case 2. STEP 4: Use Table A-1 of Appendix A to find the critical value z1-" such that 100(1-")% of the normal distribution is below z1-".For example, if " = 0.05 then z1-" = 1.645. If z > z1-" {z < -z1-"}, the null hypothesis may be rejected. Go to Step 6. If z Ý z1-" {z Û -z1-"}, there is not enough evidence to reject the null hypothesis. Therefore, the false acceptance error rate will need to be verified. Go to Step 5. STEP 5: To calculate the power of the test, assume that the true values for the mean and standard deviation are those obtained in the sample and use a statistical software package like the DEFT software (EPA, 1994) or the DataQUEST software (EPA, 1996) to generate the power curve of the test. If only one false acceptance error rate ($) has been specified (at P1), it is possible to calculate the sample size which achieves the DQOs. To do this, calculate 2(1 & P0)% z1&$ (1 & P1)z1&" P0 P1m ' P1 & P0 If m # n, the false acceptance error rate has been satisfied. Otherwise, the false acceptance error rate has not been satisfied. STEP 6: The results of the test may be: 1) the null hypothesis was rejected and it seems that the proportion is greater than {less than} P0; 2) the null hypothesis was not rejected, the false acceptance error rate was satisfied, and it seems that proportion is less than {greater than} P0; or 3) the null hypothesis was not rejected, the false acceptance error rate was not satisfied, and it would seem the proportion was less than {greater than} P0, but the conclusions are uncertain because the sample size was too small. EPA QA/G-9 Final QA00 Version 3 - 19 July 2000 Box 3-11: An Example of the One-Sample Test for Proportions for a Simple Random Sample Consider 85 samples of which 11 samples have concentrations greater than the clean-up standard. This data will be used to test the null hypothesis H0: P $ .20 vs. HA: P < .20 (Case 2). The decision maker has specified a 5% false rejection rate (") for P0 = .2, and a false acceptance rate ($) of 20% for P1 = 0.15. STEP 1: From the data, the observed proportion (p) is p = 11/85 = .1294 STEP 2: np = (85)(.1294) = 11 and n(1-p) = (85)(1-.1294) = 74. Since both np and n(1-p) are greater than or equal to 5, Steps 3 and 4 will be used. STEP 3: Because H0: P $ .20, Case 2 formulas will be used. p + .5/n -P 0 .1294 + .5/85 -.2 z = = = -1.492 P0 (1 -P0 )/n .2 (1 -.2)/85 STEP 4: Using Table A-1 of Appendix A, it was found that z1-.05 = z.95 = 1.645. Because z Û -z1-" (i.e., -1.492 Û -1.645), the null hypothesis is not rejected so Step 5 will need to be completed. STEP 5: To determine whether the test was powerful enough, the sample size necessary to achieve the DQOs was calculated as follows: 2 1.64 .2(1 -.2)+ 1.04 .15(1 -.15) m = = 422.18 .15 -.2 So 423 samples are required, many more than were actually taken. STEP 6: The null hypothesis was not rejected and the false acceptance error rate was not satisfied. Therefore, it would seem the proportion is greater than 0.2, but this conclusion is uncertain because the sample size is too small. addition, this test is more powerful than the Sign Test for symmetric distributions. Therefore, the Wilcoxon signed rank test is the preferred test for the median. 3.2.4 Confidence Intervals In some instances, a test of hypotheses for the estimated parameter (i.e. mean or difference of two means) is not required, but an idea of the uncertainty of the estimate with respect to the parameter is needed. The most common type of interval estimate is a confidence interval. A confidence interval may be regarded as combining an interval around an estimate with a probabilistic statement about the unknown parameter. When interpreting a confidence interval statement such as "The 95% confidence interval for the mean is 19.1 to 26.3", the implication is that the best estimate for the unknown population mean is 22.7 (halfway between 19.1 and 26.3), and that we are 95% certain that the interval 19.1 to 26.3 captures the unknown population mean. Box 3-12 gives the directions on how to calculate a confidence interval for the mean, Box 3-13 gives and example of the method. EPA QA/G-9 Final QA00 Version 3 - 20 July 2000 The concept of a confidence interval can be shown by a simple example. Suppose a stable situation producing data without any anomalies was sampled many times. Each time the sample was taken, the mean and standard deviation was calculated from the sample and a confidence interval constructed using the method of Box 3-10. Box 3-12: Directions for a Confidence Interval for a Mean for Simple and Systematic Random Samples Let X1, X2, ..., Xn represent a sample of size n from a population of normally distributed values. Step 1: Use the directions in Box 2-2 to calculate the sample mean, X . Use the directions in Box 2-3 to calculate the sample standard deviation, s. Step 2: Use Table A-1 of Appendix A to find the critical value t1-"/2 such that 100(1-"/2)% of the t distribution with n - 1 degrees of freedom is below t1-"/2. For example, if " = 0.10 and n = 16, then n-1 = 15 and t1-"/2 = 1.753. t s t s1-a 2 1-a 2Step 3: The (1-")100% confidence interval is: X -to X + n n Box 3-13: An Example of a Confidence Interval for a Mean for a Random or Systematic Random Samples The effluent from a discharge point in a plating manufacturing plant was sampled 7 times over the course of 4 days for the presence of Arsenic with the following results: 8.1, 7.9, 7.9. 8.2, 8.2, 8.0,7.9. The directions in Box 3-12 will be used to develop a 95% confidence interval for the mean. Step 1: Using Box 2-2, X =8.03. Use Box 2-3, s=0.138. Step 2: Using Table A-1 of Appendix A and 6 degrees of freedom, t1-"/2 = 2.447. Step 3: The (1-")100% confidence interval is: 2 447 x 0 138 2 447 x 0 138 .. . .8 03 . -to 8 03 + or 7.902 to 8.158. 7 7 . 3.3 TESTS FOR COMPARING TWO POPULATIONS A two-sample test involves the comparison of two populations or a "before and after" comparison. In environmental applications, the two populations to be compared may be a potentially contaminated area with a background area or concentration levels from an upgradient and a downgradient well. The comparison of the two populations may be based on a statistical parameter that characterizes the relative location (e.g., a mean or median), or it may be based on a distribution-free comparison of the two population distributions. Tests that do not assume an underlying distributions (e.g., normal or lognormal) are called distribution-free or nonparametric tests. These tests are often more useful for comparing two populations than those that assume a specific distribution because they make less stringent assumptions. Section 3.3.1 covers tests for differences in the means of two populations. Section 3.3.2 covers tests for differences in the EPA QA/G-9 Final QA00 Version 3 - 21 July 2000 proportion or percentiles of two populations. Section 3.3.3 describes distribution-free comparisons of two populations. Section 3.3.4 describes tests for comparing two medians. Often, a two-sample test involves the comparison of the difference of two population parameters to a threshold value. For environmental applications, the threshold value is often zero, representing the case where the data are used to determine which of the two population parameters is greater than the other. For example, concentration levels from a Superfund site may be compared to a background site. Then, if the Superfund site levels exceed the background levels, the site requires further investigation. A two-sample test may also be used to compare readings from two instruments or two separate populations of people. If the exact same sampling locations are used for both populations, then the two samples are not independent. This case should be converted to a one-sample problem by applying the methods described in Section 3.2 to the differences between the two populations at the same location. For example, one could compare contaminant levels from several wells after treatment to contaminant levels from the same wells before treatment. The methods described in Section 3.2 would then be applied to the differences between the before and after treatment contaminant levels for each well. 3.3.1 Comparing Two Means Let µ1 represent the mean of population 1 and µ2 represent the mean of population 2. The hypotheses considered in this section are: Case 1: H0: µ1 - µ2 # * 0 vs. HA: µ1 - µ2 > * 0; and Case 2: H0: µ1 - µ2 $ * 0 vs. HA: µ1 - µ2 < * 0. An example of a two-sample test for population means is comparing the mean contaminant level at a remediated Superfund site to a background site; in this case, * 0 would be zero. Another example is a Record of Decision for a Superfund site which specifies that the remediation technique must reduce the mean contaminant level by 50 ppm each year. Here, each year would be considered a separate population and * 0 would be 50 ppm. The information required for these tests includes the null and alternative hypotheses (either Case 1 or Case 2); the gray region (i.e., a value * 1 > * 0 for Case 1 or a value * 1 < * 0 for Case 2 representing the bound of the gray region); the false rejection error rate " at * 0; the false acceptance error rate $ at * 1; and any additional limits on decision errors. It may be helpful to label additional false rejection error limits as " 2 at *"2, " 3 at *"3, etc., and to label additional false acceptance error limits as $2 at *$2, $3 at *$3, etc. EPA QA/G-9 Final QA00 Version 3 - 22 July 2000 3.3.1.1 Student's Two-Sample t-Test (Equal Variances) PURPOSE Student's two-sample t-test can be used to compare two population means based on the independent random samples X1, X2, . . . , Xm from the first population, and Y1, Y2, . . . , Yn from the second population. This test assumes the variabilities (as expressed by the variance) of the two populations are approximately equal. If the two variances are not equal (a test is described in Section 4.5), use Satterthwaite's t test (Section 3.3.1.2). ASSUMPTIONS AND THEIR VERIFICATION The principal assumption required for the two-sample t-test is that a random sample of size m (X1, X2, . . . , Xm) is drawn from population 1, and an independent random sample of size n (Y1, Y2, . . . , Yn) is drawn from population 2. Validity of the random sampling and independence assumptions should be confirmed by reviewing the procedures used to select the sampling points. The second assumption required for the two-sample t-tests are that the sample means X¯ (sample 1) and Y¯ (sample 2) are approximately normally distributed. If both m and n are large, one may make this assumption without further verification. For small sample sizes, approximate normality of the sample means can be checked by testing the normality of each of the two samples. LIMITATIONS AND ROBUSTNESS The two-sample t-test with equal variances is robust to violations of the assumptions of normality and equality of variances. However, if the investigator has tested and rejected normality or equality of variances, then nonparametric procedures may be applied. The t-test is not robust to outliers because sample means and standard deviations are sensitive to outliers. SEQUENCE OF STEPS Directions for the two-sample t-test for a simple random sample and a systematic simple random sample are given in Box 3-14 and an example in Box 3-15. 3.3.1.2 Satterthwaite's Two-Sample t-Test (Unequal Variances) Satterthwaite's t-test should be used to compare two population means when the variances of the two populations are not equal. It requires the same assumptions as the two-sample t-test (Section 3.3.1.1) except the assumption of equal variances. Directions for Satterthwaite's t-test for a simple random sample and a systematic simple random sample are given in Box 3-16 and an example in Box 3-17. EPA QA/G-9 Final QA00 Version 3 - 23 July 2000 2 ¯ -X Box 3-14: Directions for the Student's Two-Sample t-Test (Equal Variances) for Simple and Systematic Random Samples This describes the steps for applying the two-sample t-tests for differences between the population means when the two population variances are equal for Case 1 (H0: µ1 - µ2 # * 0). Modifications for Case (H0: µ1 - µ2 $ * 0) are given in parentheses { }. 2STEP 1: Calculate the sample mean X¯ and the sample variance sX for sample 1 and compute 2the sample mean Y¯ and the sample variance sY for sample 2. STEP 2: Use Section 4.5 to determine if the variances of the two populations are equal. If the variances of the two populations are not equal, use Satterthwaite's t test (Section 3.3.1.2). Otherwise, compute the pooled standard deviation 2 2(m -1)s + (n - 1)sXY s E = . (m - 1) + (n - 1) ¯ Y -* 0STEP 3: Calculate t = . 1/n + 1/msE Use Table A-1 of Appendix A to find the critical value t1-" such that 100(1-")% of the t- distribution with (m+n-2) degrees of freedom is below t1-". If t > t1-" {t < -t1-"}, the null hypothesis may be rejected. Go to Step 5. If t Ý t1-" {t Û -t1-"}, there is not enough evidence to reject the null hypothesis. Therefore, the false acceptance error rate will need to be verified. Go to Step 4. STEP 4: To calculate the power of the test, assume that the true values for the mean and standard deviation are those obtained in the sample and use a statistical software package like the DEFT software (EPA, 1994) or the DataQUEST software (EPA, 1996) to generate the power curve of the two-sample t-test. If only one false acceptance error rate ($) has been specified (at * 1), it is possible to calculate the sample size which achieves the DQOs, assuming the true mean and standard deviation are equal to the values estimated from the sample, instead of calculating the power of the test. Calculate )2 ** 2s 2(z1 -"+ z1 -$ 2 m = n = + (0.25)z 1 -" )2(* 1 -* 0 If m* # m and n* # n, the false acceptance error rate has been satisfied. Otherwise, the false acceptance error rate has not been satisfied. STEP 5: The results of the test could be: 1) the null hypothesis was rejected, and it seems µ1 - µ2 > * 0 {µ1 - µ2 < * 0}; 2) the null hypothesis was not rejected, the false acceptance error rate was satisfied, and it seems µ1 - µ2 # * 0 {µ1 - µ2 $ * 0}; or 3) the null hypothesis was not rejected, the false acceptance error rate was not satisfied, and it seems µ1 - µ2 # * 0 {µ1 - µ2 $ * 0}, but this conclusion is uncertain because the sample size EPA QA/G-9 Final QA00 Version 3 - 24 July 2000 Box 3-15: An Example of a Student's Two-Sample t-Test (Equal Variances) for Simple and Systematic Random Samples At a hazardous waste site, area 1 (cleaned using an in-situ methodology) was compared with a similar (but relatively uncontaminated) reference area, area 2. If the in-situ methodology worked, then the two sites should be approximately equal in average contaminant levels. If the methodology did not work, then area 1 should have a higher average than the reference area. Seven random samples were taken from area 1, and eight were taken from area 2. Because the contaminant concentrations in the two areas are supposedly equal, the null hypothesis is H0: µ1 - µ2 # 0 (Case 1). The false rejection error rate was set at 5% and the false acceptance error rate was set at 20% ($) if the difference between the areas is 2.5 ppb. STEP 1: Area 1 Area 2 Sample Mean 7.8 ppm 6.6 ppm Sample Variance 2.1 ppm2 2.2 ppm2 STEP 2: Methods described in Section 4.5 were used to determine that the variances were essentially equal. Therefore, (7 - 1)2.1 + (8 - 1)2.2 = 1.4676 s E = (7 - 1) + (8 - 1) 7.8 -6.6 -0STEP 3: t = = 1.5798 1.4676 1/7 + 1/8 Table A-1 of Appendix A was used to find that the critical value t0.95 with (7 + 8 - 2) = 13 degrees of freedom is 1.771. Because t Ý t1-" (i.e., 1.5798 Ý 1.771), there is not enough evidence to reject the null hypothesis. The false acceptance error rate will need to be verified. STEP 4: Assuming the true values for the mean and standard deviation are those obtained in the sample: * * 2(1.46762)(1.645 + 0.842)2 m = n = + (0.25)1.6452 = 4.938, i.e., 5. (2.5 -0)2 Because m* # m (7) and n* # n (8), the false acceptance error rate has been satisfied. STEP 5: The null hypothesis was not rejected and the false acceptance error rate was satisfied. Therefore, it seems there is no difference between the two areas and that the in-situ methodology worked as expected. EPA QA/G-9 Final QA00 Version 3 - 25 July 2000 ¯ -X Box 3-16: Directions for Satterthwaite's t-Test (Unequal Variances) for Simple and Systematic Random Samples This describes the steps for applying the two-sample t-test for differences between the population means for Case 1 (H0: µ1 - µ2 # * 0). Modifications for Case 2 (H0: µ1 - µ2 $ * 0) are given in parentheses { }. 2STEP 1: Calculate the sample mean X¯ and the sample variance s X for sample 1 and compute 2the sample mean Y¯ and the sample variance sY for sample 2. STEP 2: Using Section 4.5, test whether the variances of the two populations are equal. If the variances of the two populations are not equal, compute: 2 2 s sX Y = +sNE m n If the variances of the two populations appear approximately equal, use Student's two- sample t-test (Section 3.3.1.1, Box 3-14). ¯ Y -* 0STEP 3: Calculate = sNE Use Table A-1 of Appendix A to find the critical value t1-" such that 100(1-")% of the t- distribution with f degrees of freedom is below t1-", where 22 2 s sX Y+ m nf = 4 4 s sX Y+ m 2(m -1) n 2(n -1) (Round f down to the nearest integer.) If t > t1-" {t < -t1-"}, the null hypothesis may be rejected. Go to Step 5. If t Ý t1-" {t Û -t1-"}, there is not enough evidence to reject the null hypothesis and therefore, the false acceptance error rate will need to be verified. Go to Step 4. STEP 4: If the null hypothesis (H0) was not rejected, calculate either the power of the test or the sample size necessary to achieve the false rejection and false acceptance error rates. To calculate the power of the test, assume that the true values for the mean and standard deviation are those obtained in the sample and use a statistical software package to generate the power curve of the two-sample t-test. A simple method to check on statistical power does not exist. STEP 5: The results of the test could be: 1) the null hypothesis was rejected, and it seems µ1 - µ2 > * 0 {µ1 - µ2 < * 0}; 2) the null hypothesis was not rejected, the false acceptance error rate was satisfied, and it seems µ1 - µ2 # * 0 {µ1 - µ2 $ * 0}; or 3) the null hypothesis was not rejected, the false acceptance error rate was not satisfied, and it seems µ1 - µ2 # * 0 {µ1 - µ2 $ * 0}, but this conclusion is uncertain because the sample EPA QA/G-9 Final QA00 Version 3 - 26 July 2000 Box 3-17: An Example of Satterthwaite's t-Test (Unequal Variances) for Simple and Systematic Random Samples At a hazardous waste site, area 1 (cleaned using an in-situ methodology) was compared with a similar (but relatively uncontaminated) reference area, area 2. If the in-situ methodology worked, then the two sites should be approximately equal in average contaminant levels. If the methodology did not work, then area 1 should have a higher average than the reference area. Seven random samples were taken from area 1, and eight were taken from area 2. Because the contaminant concentrations in the two areas are supposedly equal, the null hypothesis is H0: µ1 - µ2 # 0 (Case 1). The false rejection error rate was set at 5% and the false acceptance error rate was set at 20% ($) if the difference between the areas is 2.5 ppb. STEP 1: Sample Mean Sample Variance Area 1 9.2 ppm 1.3 ppm2 Area 2 6.1 ppm 5.7 ppm2 STEP 2: Using Section 4.5, it was determined that the variances of the two populations were not equal, and therefore using Satterthwaite's method is appropriate: = 1.3/7 + 5.7/8 = 0.9477 sNE 9.2 - 6.1 - 0 STEP 3: t = = 3.271 0.9477 Table A-1 was used with f degrees of freedom, where 1.3/7 + 5.7/8 2 f = = 10.307 (i.e., 10 degrees of freedom)1.32 5.72 82(8 - 1) (recall that f is rounded down to the nearest integer), to find t1-" = 1.812. Because t > t0.95 (3.271 > 1.812), the null hypothesis may be rejected. STEP 5: Because the null hypothesis was rejected, it would appear there is a difference between the two areas (area 1 being more contaminated than area 2, the reference area) and that the in-situ methodology has not worked as intended. 3.3.2 Comparing Two Proportions or Percentiles This section considers hypotheses concerning two population proportions (or two population percentiles); for example, one might use these tests to compare the proportion of children with elevated blood lead in one urban area compared with the proportion of children with elevated blood lead in another area. The population proportion is the ratio of the number of elements in a subset of the total population to the total number of elements, where the subset has some specific characteristic that the rest of the elements do not. A population percentile represents the percentage of elements of a population having values less than some threshold value C. EPA QA/G-9 Final QA00 Version 3 - 27 July 2000 Let P1 represent the true proportion for population 1, and P2 represent the true proportion of population 2. The hypotheses considered in this section are: Case 1: H0: P1 - P2 # * 0 vs. HA: P1 - P2 > * 0; and Case 2: H0: P1 - P2 $ * 0 vs. HA: P1 - P2 < * 0 where * 0 is some numerical value. An equivalent null hypothesis for Case 1, written in terms of percentiles, is H0: the 100P1th percentile minus the 100P2th percentile is C or larger, the reverse applying to Case 2. Since any hypothesis about the proportion below a threshold can be converted to an equivalent hypothesis about percentiles (see Section 3.2.2), this guidance will only consider hypotheses concerning proportions. The information required for this test includes the null and alternative hypotheses (either Case 1 or Case 2); the gray region (i.e., a value * 1 > * 0 for Case 1 or a value * 1 < * 0 for Case 2, representing the bound of the gray region); the false rejection error rate " at * 0; the false acceptance error rate $ at * 1; and any additional limits on decision errors. 3.3.2.1 Two-Sample Test for Proportions PURPOSE The two-sample test for proportions can be used to compare two population percentiles or proportions and is based on an independent random sample of m (X1, X2, . . . , Xm) from the first population and an independent random sample size n (Y1, Y2, . . . , Yn) from the second population. ASSUMPTIONS AND THEIR VERIFICATION The principal assumption is that of random sampling from the two populations. LIMITATIONS AND ROBUSTNESS The two-sample test for proportions is valid (robust) for any underlying distributional shape and is robust to outliers, providing they are not pure data errors. SEQUENCE OF STEPS Directions for a two-sample test for proportions for a simple random sample and a systematic simple random sample are given in Box 3-18; an example is provided in Box 3-19. EPA QA/G-9 Final QA00 Version 3 - 28 July 2000                                Box 3-18: Directions for a Two-Sample Test for Proportions for Simple and Systematic Random Samples The following describes the steps for applying the two-sample test for proportions for Case 1 (H0: P1 - P2 # 0). Modifications for Case 2 (H0: P1 - P2 $ 0) are given in braces { }. STEP 1: Given m random samples X1, X2, . . . , Xm from the first population, and n samples from the second population, Y1, Y2, . . . , Yn, let k1 be the number of points from sample 1 which exceed C, and let k2 be the number of points from sample 2 which exceed C. Calculate the sample proportions p1 = k1/m and p2 = k2/n. Then calculate the pooled proportion p = (k1 + k2) / (m +n). STEP 2: Compute mp1, m(1-p1), np2, n(1-p2). If all of these values are greater than or equal to 5, continue. Otherwise, seek assistance from a statistician as analysis is complicated. STEP 3: Calculate z = (p 1 -p2) / p(1 -p)(1/m + 1/n). Use Table A-1 of Appendix A to find the critical value z1-" such that 100(1-")% of the normal distribution is below z1-". For example, if " = 0.05 then z1-" = 1.645. If z > z1-" {z < -z 1-"}, the null hypothesis may be rejected. Go to Step 5. If z Ý z1-" {z Û -z1-"}, there is not enough evidence to reject the null hypothesis. Therefore, the false acceptance error rate will need to be verified. Go to Step 4. STEP 4: If the null hypothesis (H0) was not rejected, calculate either the power of the test or the sample size necessary to achieve the false rejection and false acceptance error rates. If only one false acceptance error rate ($) has been specified at P1 - P2, it is possible to calculate the sample sizes that achieve the DQOs (assuming the proportions are equal to the values estimated from the sample) instead of calculating the power of the test. To do this, calculate ¯ ¯2) P (1 -P)* * 2(z1 -"+z1 -$ P1 + P2m = n = where P¯ = . )2 2(P2 -P1 and zp is the pth percentile of the standard normal distribution (Table A-1 of Appendix A). If both m and n exceed m*, the false acceptance error rate has been satisfied. If both m and n are below m*, the false acceptance error rate has not been satisfied. If m* is between m and n, use a software package like the DEFT software (EPA, 1994) or the DataQUEST software (EPA, 1996) to calculate the power of the test, assuming that the true values for the proportions P1 and P2 are those obtained in the sample. If the estimated power is below 1-$, the false acceptance error rate has not been satisfied. STEP 5: The results of the test could be: 1) the null hypothesis was rejected, and it seems the difference in proportions is greater than 0 {less than 0}; 2) the null hypothesis was not rejected, the false acceptance error rate was satisfied, and it seems the difference in proportions is less than or equal to 0 {greater than or equal to 0}; or 3) the null hypothesis was not rejected, the false acceptance error rate was not satisfied, and it seems the difference in proportions is less than or equal to 0 {greater than or equal to 0}, but this outcome is uncertain because the sample size was probably too small. EPA QA/G-9 Final QA00 Version 3 - 29 July 2000 Box 3-19: An Example of a Two-Sample Test for Proportions for Simple and Systematic Random Samples At a hazardous waste site, investigators must determine whether an area suspected to be contaminated with dioxin needs to be remediated. The possibly contaminated area (area 1) will be compared to a reference area (area 2) to see if dioxin levels in area 1 are greater than dioxin levels in the reference area. An inexpensive surrogate probe was used to determine if each individual sample is either "contaminated," i.e., over the health standard of 1 ppb, or "clean," i.e., less than the health standard of 1 ppb. The null hypothesis will be that the proportion or contaminant levels in area 1 is less than or equal to the proportion in area 2, or H0: P1 - P2 # 0 (Case 1). The decision maker is willing to accept a false rejection decision error rate of 10% (") and a false-negative decision error rate of 5% ($) when the difference in proportions between areas exceeds 0.10. A team collected 92 readings from area 1 (of which 12 were contaminated) and 80 from area 2, the reference area, (of which 10 were contaminated). STEP 1: The sample proportion for area 1 is p1 = 12/92 = 0.130, the sample proportion for area 2 is p2 = 10/80 = 0.125, and the pooled proportion p = (12 + 10) / (92 + 80 ) = 0.128. STEP 2: mp1 = 12, m(1-p1) = 80, np2 = 10, n(1-p2) =70. Because these values are greater than or equal to 5, continue to step 3. STEP 3: z ' (0.130 & 0.125) / 0.128(1 & 0.128) (1/92 % 1/80) ' 0.098 Table A-1 of Appendix A was used to find the critical value z0.90 = 1.282. Because z Ý z0.90 (0.098 Ý 1.282), there is not enough evidence to reject the null hypothesis and the false acceptance error rate will need to be verified. Go to Step 4. STEP 4: Because the null hypothesis (H0) was not rejected, calculate the sample size necessary to achieve the false rejection and false acceptance error rates. Because only one false acceptance error rate ($ = 0.05) has been specified (at a difference of P1 - P2 = 0.1), it is possible to calculate the sample sizes that achieve the DQOs, assuming the proportions are equal to the values estimated from the sample: (  (  2(1.282 % 1.645)2 0.1275 (1 & 0.1275) m ' n ' ' 190.6 (i.e., 191 samples)(0.1)2 0.115 % 0.055 where 0.1275 ' P¯ ' 2 Because both m and n are less than m*, the false acceptance error rate has not been satisfied. STEP 5: The null hypothesis was not rejected, and the false acceptance error rate was not satisfied. Therefore, it seems that there is no difference in proportions and that the contaminant concentrations of the investigated area and the reference area are probably the same. However, this outcome is uncertain because the sample sizes obtained were in all likelihood too small. EPA QA/G-9 Final QA00 Version 3 - 30 July 2000 3.3.3 Nonparametric Comparisons of Two Populations In many cases, assumptions on distributional characteristics are difficult to verify or difficult to satisfy for both populations. In this case, several distribution-free test procedures are available that compare the shape and location of the two distributions instead of a statistical parameter (such as a mean or median). The statistical tests described below test the null hypothesis "H0: the distributions of population 1 and population 2 are identical (or, the site is not more contaminated than background)" versus the alternative hypothesis "HA: part of the distribution of population 1 is located to the right of the distribution of population 2 (or the site is more contaminated than background)." Because of the structure of the hypothesis tests, the labeling of populations 1 and 2 is of importance. For most environmental applications, population 1 is the area of interest (i.e., the potentially contaminated area) and population 2 is the reference area. There is no formal statistical parameter of interest in the hypotheses stated above. However, the concept of false rejection and false acceptance error rates still applies. 3.3.3.1 The Wilcoxon Rank Sum Test PURPOSE The Wilcoxon rank sum test can be used to compare two population distributions based on m independent random samples X1, X2, . . . , Xm from the first population, and n independent random samples Y1, Y2, . . . , Yn from the second population. When applied with the Quantile test (Section 3.3.3.2), the combined tests are most powerful for detecting true differences between two population distributions. ASSUMPTIONS AND THEIR VERIFICATION The validity of the random sampling and independence assumptions should be verified by review of the procedures used to select the sampling points. The two underlying distributions are assumed to have the same shape and dispersion, so that one distribution differs by some fixed amount (or is increased by a constant) when compared to the other distribution. For large samples, to test whether both site distributions have approximately the same shape, one can create and compare histograms for the samples. LIMITATIONS AND ROBUSTNESS The Wilcoxon rank sum test may produce misleading results if many data values are the same. When values are the same, their relative ranks are the same, and this has the effect of diluting the statistical power of the Wilcoxon rank sum test. Estimated concentrations should be reported for data below the detection limit, even if these estimates are negative, because their relative magnitude to the rest of the data is of importance. An important advantage of the Wilcoxon rank sum test is its partial robustness to outliers, because the analysis is conducted in EPA QA/G-9 Final QA00 Version 3 - 31 July 2000 terms of rankings of the observations. This limits the influence of outliers because a given data point can be no more extreme than the first or last rank. SEQUENCE OF STEPS Directions and an example for the Wilcoxon rank sum test are given in Box 3-20 and Box 3-21. However, if a relatively large number of samples have been taken, it is more efficient in terms of statistical power to use a large sample approximation to the Wilcoxon rank sum test (Box 3-22) to obtain the critical values of W. Box 3-20: Directions for the Wilcoxon Rank Sum Test for Simple and Systematic Random Samples Let X1, X2, . . . , Xn represent the n data points from population 1 and Y1, Y2, . . . , Ym represent the m data points from population 2 where both n and m are less than or equal to 20. For Case 1, the null hypothesis will be that population 1 is shifted to the left of population 2 with the alternative that population 1 is either the same as or shifted to the right of population 2; Case 2 will be that population 1 is shifted to the right of population 2 with the alternative that population 1 is the same as or shifted to the left of population 2; for Case 3, the null hypothesis will be that there is no difference between the two populations and the alternative hypothesis will be that population 1 is shifted either to the right or left of population 2. If either m or n are larger than 20, use Box 3-22. STEP 1: List and rank the measurements from both populations from smallest to largest, keeping track of which population contributed each measurement. The rank of 1 is assigned to the smallest value, the rank of 2 to the second smallest value, and so forth. If there are ties, assign the average of the ranks that would otherwise have been assigned to the tied observations. STEP 2: Calculate R as the sum of the ranks of the data from population 1, then calculate n(n + 1)W = R -. 2 STEP 3: Use Table A-7 of Appendix A to find the critical value w" (or w"/2 for Case 3). For Case 1, reject the null hypothesis if W > nm - w ". For Case 2, reject the null hypothesis if W < w ". For Case 3, reject the null hypothesis if W > nm -w"/2 or W < wa /2 If the null hypothesis is rejected, go to Step 5. Otherwise, go to Step 4. STEP 4: If the null hypothesis (H0) was not rejected, the power of the test or the sample size necessary to achieve the false rejection and false acceptance error rates should be calculated. For small samples sizes, these calculations are too complex for this document. STEP 5: The results of the test could be: 1) the null hypothesis was rejected and it seems that population 1 is shifted to the right (Case 1), to the left (Case 2) or to the left or right (Case 3) of population 2. 2) the null hypothesis was not rejected and it seems that population 1 is shifted to the left (Case 1) or to the right (Case 2) of population 2, or there is no difference between the two populations (Case 3). EPA QA/G-9 Final QA00 Version 3 - 32 July 2000 Box 3-21: An Example of the Wilcoxon Rank Sum Test for Simple and Systematic Random Samples At a hazardous waste site, area 1 (cleaned using an in-situ methodology) was compared with a similar (but relatively uncontaminated) reference area, area 2. If the in-situ methodology worked, then the two sites should be approximately equal in average contaminant levels. If the methodology did not work, then area 1 should have a higher average than the reference area. The null hypothesis will be that area 1 is shifted to the right of area 2 and the alternative hypothesis will be that there is no difference between the two areas or that area 1 is shifted to the left of area 2 (Case 2). The false rejection error rate was set at 10% and the false acceptance error rate was set at 20% ($) if the difference between the areas is 2.5 ppb. Seven random samples were taken from area 1 and eight samples were taken from area 2: Area 1 17, 23, 26, 5 13, 13, 12 Area 2 16, 20, 5, 4 8, 10, 7, 3 STEP 1: The data listed and ranked by size are (Area 1 denoted by *): Data (ppb): 3, 4, 5, 5*, 7, 8, 10, 12*, Rank: 1, 2, 3.5, 3.5*, 5, 6, 7, 8*, 13*, 13*, 16, 17*, 20, 23*, 26* 9.5*, 9.5* 11, 12*, 13, 14*, 15* STEP 2: R = 3.5 + 8 + 9.5 + 9.5 + 12 + 14 + 15 = 71..5. W = 71.5 - 7(7 + 1)/2 = 43.5 STEP 3: Using Table A-7 of Appendix A, " = 0.10 and W " = 17. Since 43.5 > 17, do not reject the null hypothesis. STEP 4: The null hypothesis was not rejected and it would be appropriate to calculate the probable power of the test. However, because the number of samples is small, extensive computer simulations are required in order to estimate the power of this test which is beyond the scope of this guidance. STEP 5: The null hypothesis was not rejected. Therefore, it is likely that there is no difference between the investigated area and the reference area, although the statistical power is low due to the small sample sizes involved. EPA QA/G-9 Final QA00 Version 3 - 33 July 2000 Box 3-22: Directions for the Large Sample Approximation to the Wilcoxon Rank Sum Test for Simple and Systematic Random Samples Let X1, X2, . . . , Xn represent the n data points from population 1 and Y1, Y2, . . . , Ym represent the m data points from population 2 where both n and m are greater than 20. For Case 1, the null hypothesis will be that population 1 is shifted to the left of population 2 with the alternative that population 1 is the same as or shifted to the right of population 2; for Case 2, the null hypothesis will be that population 1 is shifted to the right of population 2 with the alternative that population 1 is the same as or shifted to the left of population 2; for Case 3, the null hypothesis will be that there is no difference between the populations and the alternative hypothesis will be that population 1 is shifted either to the right or left of population 2. STEP 1: List and rank the measurements from both populations from smallest to largest, keeping track of which population contributed each measurement. The rank of 1 is assigned to the smallest value, the rank of 2 to the second smallest value, and so forth. If there are ties, assign the average of the ranks that would otherwise have been assigned to the tied observations. STEP 2: Calculate W as the sum of the ranks of the data from population 1. mnSTEP 3: Calculate w p = + Zp mn(n + m + 1)/12 where p = 1 -" for Case 1,2 p = " for Case 2, and z p is the pth percentile of the standard normal distribution (Table A-1 of Appendix A). For Case 3, calculate both w "/2 (p = "/2) and w 1 -"/2 (p = 1 -"/2). For Case 2, reject the nullSTEP 4: For Case 1, reject the null hypothesis if W > w 1-". hypothesis if W < w ". For Case 3, reject the null hypothesis if W > w 1-"/2 or W < w "/2. If the null hypothesis is rejected, go to Step 6. Otherwise, go to Step 5. STEP 5: If the null hypothesis (H 0) was not rejected, calculate either the power of the test or the sample size necessary to achieve the false rejection and negative If only one false acceptance error rate (error rates. $) has been specified (at * 1), it is possible to calculate the sample size that achieves the DQOs, assuming the true mean and standard deviation are equal to the values If mestimated from the sample, instead of calculating the power of the test. and n are large, calculate: )22s 2(z1&"%z1&$ 2 m *= n * = = (0.25)z 1&" )2(* 1&* 0 where zp is the pth percentile of the standard normal distribution (Table A-1 of Appendix A). If 1.16m* # m and 1.16n* # n, the false acceptance error rate has been satisfied. STEP 6: The results of the test could be: 1) the null hypothesis was rejected, and it seems that population 1 is shifted to the right (Case 1), to the left (Case 2) or to the left or right (Case 3) of population 2. 2) the null hypothesis was not rejected, the false acceptance error rate was satisfied, and it seems that population 1 is shifted to the left (Case 1) or to the right (Case 2) of population 2, or there is no difference between the two populations (Case 3). 3) the null hypothesis was not rejected, the false acceptance error rate was not satisfied, and it seems that population 1 is shifted to the left (Case 1) or to the right (Case 2) of population EPA QA/G-9 Final QA00 Version 3 - 34 July 2000 3.3.3.2 The Quantile Test PURPOSE The Quantile test can be used to compare two populations based on the independent random samples X1, X2, . . ., Xm from the first population and Y1, Y2, . . ., Yn from the second population. When the Quantile test and the Wilcoxon rank sum test (Section 3.3.3.1) are applied together, the combined tests are the most powerful at detecting true differences between two populations. The Quantile test is useful in detecting instances where only parts of the data are different rather than a complete shift in the data. It essentially looks at a certain number of the largest data values to determine if too many data values from one population are present to be accounted for by pure chance. ASSUMPTIONS AND THEIR VERIFICATION The Quantile test assumes that the data X1, X2, . . ., Xm are a random sample from population 1, and the data Y1, Y2, . . ., Yn are a random sample from population 2, and the two random samples are independent of one another. The validity of the random sampling and independence assumptions is assured by using proper randomization procedures, either random number generators or tables of random numbers. The primary verification required is to review the procedures used to select the sampling points. The two underlying distributions are assumed to have the same underlying dispersion (variance). LIMITATIONS AND ROBUSTNESS The Quantile test is not robust to outliers. In addition, the test assumes either a systematic (e.g., a triangular grid) or simple random sampling was employed. The Quantile test may not be used for stratified designs. In addition, exact false rejection error rates are not available, only approximate rates. SEQUENCE OF STEPS The Quantile test is difficult to implement by hand. Therefore, directions are not included in this guidance but the DataQUEST software (EPA, 1996) can be used to conduct this test. However, directions for a modified Quantile test that can be implemented by hand are contained in Box 3-23 and an example is given in Box 3-24. EPA QA/G-9 Final QA00 Version 3 - 35 July 2000 Box 3-23: Directions for a Modified Quantile Test for Simple and Systematic Random Samples Let there be ‘m’ measurements from population 1 (the reference area or group) and ‘n’ measurement from population 2 (the test area or group). The Modified Quantile test can be used to detect differences in shape and location of the two distributions. For this test, the significance level (") can either be approximately 0.10 or approximately 0.05. The null hypothesis for this test is that the two population are the same (i.e., the test group is the same as the reference group) and the alternative is that population 2 has larger measurements than population 1 (i.e., the test group has larger values than the reference group). STEP 1: Combine the two samples and order them from smallest to largest keeping track of which sample a value came from. STEP 2: Using Table A-13 of Appendix A, determine the critical number (C) for a sample size n from the reference area, sample size m from the test area using the significance level ". If the Cth largest measurement of the combined population is the same as others, increase C to include all of these tied values. STEP 3: If the largest C measurements from the combined samples are all from population 2 (the test group), then reject the null hypothesis and conclude that there are differences between the two populations. Otherwise, the null hypothesis is not rejected and it appears that there is no difference between the two populations. 3.3.4 Comparing Two Medians Let ˜µ1 represent the median of population 1 and ˜µ2 represent the median of population 2. The hypothesis considered in this section are: Case 1: H0: µ˜1 -˜µ2 # * 0 vs. HA: µ˜1 -˜µ2 > * 0; and Case 2: H0: µ˜1 -µ˜2 $ * 0 vs. HA: µ˜1 -˜µ2 < * 0. An example of a two-sample test for the difference between two population medians is comparing the median contaminant level at a Superfund site to the median of a background site. In this case, * 0 would be zero. The median is also the 50th percentile, and, therefore, the methods described in Section 3.3.2 for percentiles and proportions may be used to test hypotheses concerning the difference between two medians by letting P1 = P0 = 0.50. The Wilcoxon rank sum test (Section 3.3.3.1) is also recommended for comparing two medians. This test is more powerful than those for proportions for symmetric distributions. EPA QA/G-9 Final QA00 Version 3 - 36 July 2000 Box 3-24: A Example of a Modified Quantile Test for Simple and Systematic Random Samples At a hazardous waste site a new, cheaper, in-site methodology was compared against an existing methodology by remediating separate areas of the site using each method. If the new methodology works, the overall contamination of the area of the site remediated using the new methodology should be the same as the area of the site remediated using the standard methodology. If the new methodology does not work, then there would be higher contamination values remaining on the area of the site remediated using the new methodology. The site manager wishes to determine if the new methodology works and has chosen a 5% significance level. A modified Quantile Test will be used to make this determination based on 7 samples from the area remediated using the standard methodology (population 1) and 12 samples from the area remediated using the new methodology (population 2). The sampled values are: Standard Methodology 17, 8, 20, 4, 6, 5, 4 New Methodology 7, 18, 2, 4, 6, 11, 5, 9, 10, 2, 3, 3 STEP 1: Combine the two samples and ordering them from smallest to largest yields: 2* 2* 3* 3* 4 4 4* 5* 5 6 6* 7* 8 9* 10* 11* 17 18* 20 where * denoted samples from the new methodology portion of the site (population 2). STEP 2: Using Table A-13 of Appendix A with m = 7, n = 12, and " = 0.05, the critical value C = 5. Since the 5th largest value is 10, there is not need to increase C. (Note however, if the data were 2* 2* 3* 3* 4 4 4* 5* 5 6 6* 7* 8 9* 9* 11* 17 18* 20 then the 5th largest value would have been 9 which is the same tied with 1 other value. In this case, C would have been raised to 6 to include the tied value.) STEP 3: From Step 1, the 5 largest values are 10* 11* 17 18* 20. Only 3 of these 5 values come from population 2, therefore the null hypothesis can not be rejected and the site manager concludes that it seems that the new in-situ methodology works as well as the standard methodology. 3.4 Tests for Comparing Several Populations 3.4.1 Tests for Comparing Several Means This section describes procedures to test the differences between several sample means from different populations either against a control population or among themselves. For example, the test described in this section could be used identify whether or not there are differences between several drinking water wells or could be used to identify if several downgradient wells differ from an upgradient well. In this situation, it would be possible to apply the tests described in Section 3.3.1 multiple times. However, applying a test multiple times underestimates the true false rejection decision error rate. Therefore, the test described in this section controls the overall false rejection decision error rate by making the multiple comparisons simultaneously. EPA QA/G-9 Final QA00 Version 3 - 37 July 2000 3.4.1.1 Dunnett’s Test PURPOSE Dunnett’s test is used to test the difference between sample means from different populations against a control population. A typical application would involve different cleaned areas of a hazardous waste site being compared to a reference sample; this reference sample having been obtained from a uncontaminated part of the hazardous waste site. ASSUMPTIONS AND THEIR VERIFICATION Multiple application of any statistical test is inappropriate because the continued use of the same reference sample violates the assumption that the two samples were obtained independently for each statistical test. The tests are strongly correlated between themselves with the degree of correlation depending on the degree of similarity in number of samples used for the control group and investigated groups. The test is really best suited for approximately equal sample sizes in both the control group and the groups under investigation. LIMITATIONS AND ROBUSTNESS Dunnett’s method is the same in operation as the standard two-sample t-test of Section 3.3.1 except for the use of a larger pooled estimate of variance and the need for special t-type tables (Table A-14 of Appendix A). These tables are for the case of equal number of samples in the control and each of the investigated groups, but remain valid provided the number of samples from the investigated group are approximately more than half but less than double the size of the control group. In this guidance, only the null hypothesis that the mean of the sample populations is the same as the mean of the control population will be considered. SEQUENCE OF STEPS Directions for the use of Dunnett’s method for a simple random sample or a systematic random sample are given in Box 3-25 and an example is contained in Box 3-26. EPA QA/G-9 Final QA00 Version 3 - 38 July 2000 Box 3-25: Directions for Dunnett’s Test for Simple Random and Systematic Samples Let k represent the total number of populations to be compared so there are (k-1) sample populations and a single control population. Let n1, n2, ... nk-1 represent the sample sizes of each of the (k-1) sample populations and let m represent the sample size of the control population. The null hypothesis is H0: µi - µC # 0 (i.e., no difference between the sample means and the control mean) and the alternative hypothesis is HA: µi - µC > 0 for 1 = 1, 2, ..., k-1 where µi represents the mean of the ith sample population and µC represents the mean of the control population. Let " represent the chosen significance level for the test. STEP 1: For each sample population, make sure that approximately 0.5 < m/ni < 2. If not, Dunnett’s Test should not be used. STEP 2: Calculate the sample mean, X¯ i (Section 2.2.2), and the variance, si 2 (Section 2.2.3) for each of the k populations (i.e., i = 1, 2, ... k). STEP 3: Calculated the pooled standard: 2 2 2(m -1)sC + (n1 -1)sn +... +(n k -1 -1)sk -11s = D (m -1) + (n1 -1)+... +(n k -1 -1) STEP 4: For each of the k-1 sample populations, compute X i -X C t = i s D STEP 5: Use Table A-14 of Appendix A to determine the critical value TD(1-") where the degrees of freedom is (m - 1) + (n1 - 1) + . . . + (nk-1 - 1). STEP 6: Compare ti to TD(1-") for each of the k-1 sample populations. If ti >TD(1-") for any of the sample populations, then reject the null hypothesis and conclude that there are differences between the means of the sample populations and the mean of the control populations. Otherwise, conclude that there is no difference between the sample and control population means. n ni C+1 1 EPA QA/G-9 Final QA00 Version 3 - 39 July 2000 Box 3-26: Simple Random and Systematic Samples At a hazardous work site, 6 designated areas previously identified as ‘hotspots’ have been cleaned. this site to be a potential candidate for the local Brownfields program, it must be demonstrated that these areas are not longer contaminated. also located on the site using Dunnett’s test. means of the ‘hotspot’ areas and the mean of the reference area. Reference Area IAK3 ZBF6 3BG5 4GH2 5FF3 6GW4 Number of Samples: 7 6 5 6 7 8 7 Mean: 10.3 11.4 12.2 10.2 11.4 11.9 12.1 Variance: 2.5 2.6 3.3 3.0 3.2 2.6 2.8 Ratio: m/n 7/6 = 1.16 7/5 = 1.4 7/6 = 1.16 7/7 = 1 7/8 = 0.875 7/7 = 1 ti: 1.18 1.93 0.11 1.22 1.84 2.00 STEP 1: Calculate the ratio m/n for each investigated area. th row of the table above. Since all of these ration fall within the range of 0.5 to 2.0, Dunnett’s test may be used. STEP 2: The sample means, X¯ i and the variance, si 2 were calculated using Sections 2.2.2 and Chapter 2. nd and 3rd row of the table above. STEP 3: The pooled standard deviation for all 7 areas is: s D = - + - + + - - + - + + - = = =( ) . ( ) . ... ( ) . ( ) ( ) ... ( ) . . . 7 1 2 5 6 1 2 6 7 1 2 8 7 1 6 1 7 1 110 4 39 2 831 1 68 1 STEP 4: For each ‘hotspot’ area, ti was computed. t1 11 4 10 3 1 68 1 6 1 7 118 = - + = . . . . These are shown in the 5th row of the table above. STEP 5: The degrees of freedom is (7 - 1) + (6 with 39 for the degrees of freedom, D(0.95) = 2.37 and TD(0.90) = 2.03. STEP 6: Since none of the values in row 5 of the table are greater than either 2.37 or 2.03, it appears that none of the ‘hotspot’ areas have contamination levels that are significantly different than the reference area. NOTE: the reference area at the 5% level of significance, areas 2BF6, 5FF3, and 69W4 would have erroneously been declared different from the reference area, which would probably alter the final conclusion to include the site as a Brownfields candidate. An Example of Dunnett’s Test for In order for Therefore, the means of these areas will be compared to mean of a reference area The null hypothesis will be that there is no difference between the A summary of the data from the areas follows. These are shown in the 4 2.2.3 of These are shown in the 2 For example, So using Table A-14 of Appendix A- 1) + . . . + (7 - 1) = 39. the critical value T Therefore, this site may be a potential candidate to be a Brownsfield site. If an ordinary 2-sample t-test (see Section 3.3.1.1) had been used to compare each ‘hotspot’ area with EPA QA/G-9 Final QA00 Version 3 - 40 July 2000 CHAPTER 4 STEP 4: VERIFY THE ASSUMPTIONS OF THE STATISTICAL TEST THE DATA QUALITY ASSESSMENT PROCESS Review DQOs and Sampling Design Conduct Preliminary Data Review Select the Statistical Test Verify the Assumptions Draw Conclusions From the Data VERIFY THE ASSUMPTIONS OF THE STATISTICAL TEST Purpose Examine the underlying assumptions of the statistical hypothesis test in light of the environmental data. Activities Determine Approach for Verifying Assumptions Perform Tests of Assumptions Determine Corrective Actions Tools Tests of distributional assumptions Tests for independence and trends Tests for dispersion assumptions Step 4: Verify the Assumptions of the Statistical Test • Determine approach for verifying assumptions. • Identify any strong graphical evidence from the preliminary data review. • Review (or develop) the statistical model for the data. • Select the tests for verifying assumptions. • Perform tests of assumptions. • Adjust for bias if warranted. • Perform the calculations required for the tests. • If necessary, determine corrective actions. • Determine whether data transformations will correct the problem. • If data are missing, explore the feasibility of using theoretical justification or collecting new data. • Consider robust procedures or nonparametric hypothesis tests. EPA QA/G-9 Final QA00 Version 4 - 1 July 2000 List of Boxes Box 4-1: Directions for the Coefficient of Variation Test and an Example .............. 4 - 9 Box 4-2: Directions for Studentized Range Test and an Example ................... 4 - 10 Box 4-3: Directions for Geary's Test ......................................... 4 - 11 Box 4-4: Example of Geary's Test .......................................... 4 - 11 Box 4-5: Directions for the Test for a Correlation Coefficient and an Example ......... 4 - 15 Box 4-6: "Upper Triangular" Data for Basic Mann-Kendall Trend Test .............. 4 - 17 Box 4-7: Directions for the Mann-Kendall Trend Test for Small Sample Sizes ......... 4 - 18 Box 4-8: An Example of Mann-Kendall Trend Test for Small Sample Sizes ........... 4 - 18 Box 4-9: Directions for the Mann-Kendall Procedure Using Normal Approximation ..... 4 - 19 Box 4-10: An Example of Mann-Kendall Trend Test by Normal Approximation ........ 4 - 20 Box 4-11: Data for Multiple Times and Multiple Stations ......................... 4 - 21 Box 4-12: Testing for Comparability of Stations and an Overall Monotonic Trend ...... 4 - 22 Box 4-13: Directions for the Wald-Wolfowitz Runs Test ......................... 4 - 25 Box 4-14: An Example of the Wald-Wolfowitz Runs Test ........................ 4 - 26 Box 4-15: Directions for the Extreme Value Test (Dixon's Test).................... 4 - 28 Box 4-16: An Example of the Extreme Value Test (Dixon's Test)................... 4 - 28 Box 4-17: Directions for the Discordance Test ................................. 4 - 29 Box 4-18: An Example of the Discordance Test ................................ 4 - 29 Box 4-19: Directions for Rosner's Test for Outliers .............................. 4 - 30 Box 4-20: An Example of Rosner's Test for Outliers ............................. 4 - 31 Box 4-21: Directions for Walsh's Test for Large Sample Sizes ..................... 4 - 32 Box 4-22: Directions for Constructing Confidence Intervals and Confidence Limits ..... 4 - 34 Box 4-23: Directions for Calculating an F-Test to Compare Two Variances ........... 4 - 34 Box 4-24: Directions for Bartlett's Test ...................................... 4 - 35 Box 4-25: An Example of Bartlett's Test ...................................... 4 - 36 Box 4-26: Directions for Levene's Test ....................................... 4 - 37 Box 4-27: An Example of Levene's Test ...................................... 4 - 38 Box 4-28: Directions for Transforming Data and an Example ...................... 4 - 40 Box 4-29: Directions for Cohen's Method ..................................... 4 - 44 Box 4-30: An Example of Cohen's Method .................................... 4 - 44 Box 4-31: Double Linear Interpolation ....................................... 4 - 45 Box 4-32: Directions for Developing a Trimmed Mean ........................... 4 - 46 Box 4-33: An Example of the Trimmed Mean .................................. 4 - 46 Box 4-34: Directions for Developing a Winsorized Mean and Standard Deviation ....... 4 - 47 Box 4-35: An Example of a Winsorized Mean and Standard Deviation ............... 4 - 47 Box 4-36: 11 Directions for Aitchison’s Method to Adjust Means and Variances ....... 4 - 48 Box 4-37: An Example of Aitchison’s Method ................................. 4 - 48 Box 4-38: Directions for Selecting Between Cohen’s Method or Aitchison’s Method .... 4 - 49 Box 4-39: Example of Determining Between Cohen’s Method and Aitchison’s Method .. 4 - 49 Box 4-40: Directions for the Rank von Neumann Test ........................... 4 - 52 Box 4-41: An Example of the Rank von Neumann Test .......................... 4 - 53 EPA QA/G-9 Final QA00 Version 4 - 2 July 2000 CHAPTER 4 STEP 4: VERIFY THE ASSUMPTIONS OF THE STATISTICAL TEST 4.1 OVERVIEW AND ACTIVITIES In this step, the analyst should assess the validity of the statistical test chosen in step 3 by examining its underlying assumptions in light of the newly generated environmental data. The principal thrust of this section is the determination of whether the data support the underlying assumptions necessary for the selected test, or if modifications to the data are necessary prior to further statistical analysis. This determination can be performed quantitatively using statistical analysis of data to confirm or reject the assumptions that accompany any statistical test. Almost always, however, the quantitative techniques must be supported by qualitative judgments based on the underlying science and engineering aspects of the study. Graphical representations of the data, such as those described in Chapter 2, can provide important qualitative information about the reasonableness of the assumptions. Documentation of this step is important, especially when subjective judgments play a pivotal role in accepting the results of the analysis. If the data support all of the key assumptions of the statistical test, then the DQA continues to the next step, drawing conclusions from the data (Chapter 5). However, often one or more of the assumptions will be called into question which may trigger a reevaluation of one of the previous steps. This iteration in the DQA is an important check on the validity and practicality of the results. 4.1.1 Determine Approach for Verifying Assumptions In most cases, assumptions about distributional form, independence, and dispersion can be verified formally using the statistical tests described in the technical sections in the remainder of this chapter, although in some situations, information from the preliminary data review may serve as sufficiently strong evidence to support the assumptions. As part of this activity, the analyst should identify methods to verify that the type and quantity of data required to perform the desired test are available. The outputs of this activity should include a list of the specific tests that will be used to verify the assumptions. For each statistical test it will be necessary for the investigator to select the "level of significance." For the specific null hypothesis for the test under consideration, the level of significance is the chance that this null hypothesis is rejected even though it is true. For example, if testing for normality of data, the null hypothesis is that the data do indeed exhibit normality. When a test statistic is computed, choosing a level of significance of 5% is saying that if the null hypothesis is true then the chance that normally distributed data will produce a statistic more extreme than that value tabulated is only 1 in 20 (5%). EPA QA/G-9 Final QA00 Version 4 - 3 July 2000 The choice of specific level of significance is up to the investigator and is a matter of experience or personal choice. It does not have to be the same as that chosen in Step 3 (Select the Statistical Test). If more than a couple of statistical tests are contemplated, it is advisable to choose a numerically low value for the level of significance to prevent the accumulation of potential errors. The level of significance for a statistical test is by definition the same as false rejection error. The methods and approach chosen for assumption verification depend on the nature of the study and its documentation. For example, if computer simulation was used to estimate the theoretical power of the statistical test, then this simulation model should be the basis for evaluation of the effect of changes to assumptions using estimates calculated from the data to replace simulation values. If it is not already part of the design documentation, the analyst may need to formulate a statistical model that describes the data. In a statistical model, the data are conceptually decomposed into elements that are assumed to be "fixed" (i.e., the component is either a constant but unknown feature of the population or is controlled by experimentation) or "random" (i.e., the component is an uncontrolled source of variation). Which components are considered fixed and which are random is determined by the assumptions made for the statistical test and by the inherent structure of the sampling design. The random components that represent the sources of uncontrolled variation could include several types of measurement errors, as well as other sources such as temporal and/or spatial components. In addition to identifying the components that make up an observation and specifying which are fixed and which are random, the model should also define whether the various components behave in an additive or multiplicative fashion (or some combination). For example, if temporal or spatial autocorrelations are believed to be present, then the model needs to identify the autocorrelation structure (see Section 2.3.8). 4.1.2 Perform Tests of Assumptions For most statistical tests, investigators will need to assess the reasonableness of assumptions in relation to the structure of the components making up an observation. For example, a t-test assumes that the components, or errors, are additive, uncorrelated, and normally distributed with homogeneous variance. Basic assumptions that should be investigated include: (1) Is it reasonable to assume that the errors (deviations from the model) are normally distributed? If adequate data are available, then standard tests for normality can be conducted (e.g., the Shapiro-Wilk test or the Kolmogorov- Smirnov test). (2) Is it reasonable to assume that errors are uncorrelated? While it is natural to assume that analytical errors imbedded in measurements made on different sample units are independent, other errors from other sources may not be independent. If EPA QA/G-9 QA00 Version 4 - 4 Final July 2000 sample units are "too close together," either in time or space, independence may not hold. If the statistical test assumes independence and this assumption is not correct, the proposed false rejection and false acceptance error rates for the statistical test cannot be verified. (3) Is it reasonable to assume that errors are additive and have a constant variability? If sufficient data are available, a plot of the relevant standard deviations versus mean concentrations may be used to discern if variability tends to increase with concentration level. If so, transformations of the data may make the additivity assumption more tenable. One of the most important assumptions underlying the statistical procedures described herein is that there is no inherent bias (systematic deviation from the true value) in the data. The general approach adopted here is that if a long term bias is known to exist, then adjustment for this bias should be made. If bias is present, then the basic effect is to shift the power curves associated with a given test to the right or left, depending on the direction of the bias. Thus substantial distortion of the nominal false rejection and false acceptance decision error rates may occur and so the level of significance could be very different than that assumed, and the power of the test be far less than expected. In general, bias cannot be discerned by examination of routine data; rather, appropriate and adequate QA data are needed, such as performance evaluation data. If one chooses not to make adjustment for bias on the basis of such data, then one should, at a minimum, construct the estimated worse-case power curves so as to understand the potential effects of the bias. 4.1.3 Determine Corrective Actions Sometimes the assumptions underlying the primary statistical test will not be satisfied and some type of corrective action will be required before proceeding. In some cases, a transformation of the data will correct a problem with distributional assumptions. In other cases, the data for verifying some key assumption may not be available, and existing information may not support a theoretical justification of the validity of the assumption. In this situation, it may be necessary to collect additional data to verify the assumptions. If the assumptions underlying a hypothesis test are not satisfied, and data transformations or other modifications do not appear feasible, then it may be necessary to consider an alternative statistical test. These include robust test procedures and nonparametric procedures. Robust test procedures involve modifying the parametric test by using robust estimators. For instance, as a substitute for a t-test, a trimmed mean and its associated standard error (Section 4.7.2) might be used to form a t-type statistic. 4.2 TESTS FOR DISTRIBUTIONAL ASSUMPTIONS Many statistical tests and models are only appropriate for data that follow a particular distribution. This section will aid in determining if a distributional assumption of a statistical test is satisfied, in particular, the assumption of normality. Two of the most important distributions for tests involving environmental data are the normal distribution and the lognormal distribution, EPA QA/G-9 Final QA00 Version 4 - 5 July 2000 both of which are discussed in this section. To test if the data follow a distribution other than the normal distribution or the lognormal distribution, apply the chi-square test discussed in Section 4.2.7 or consult a statistician. There are many methods available for verifying the assumption of normality ranging from simple to complex. This section discusses methods based on graphs, sample moments (kurtosis and skewness), sample ranges, the Shapiro-Wilk test and closely related tests, and goodness-of-fit tests. Discussions for the simplest tests contain step-by-step directions and examples based on the data in Table 4-1. These tests are summarized in Table 4-2. This section ends with a comparison of the tests to help the analyst select a test for normality. Table 4-1. Data for Examples in Section 4.2 15.63 11.00 11.75 10.45 13.18 10.37 10.54 11.55 11.01 10.23 X¯ =11.57 s = 1.677 Table 4-2. Tests for Normality Test Section Sample Size Recommended Use Data- QUEST Shapiro Wilk W Test 4.2.2 # 50 Highly recommended. Yes Filliben's Statistic 4.2.3 # 100 Highly recommended. Yes Coefficient of Variation Test 4.2.4 Any Only use to quickly discard an assumption of normality. Yes Skewness and Kurtosis Tests 4.2.5 > 50 Useful for large sample sizes. Yes Geary's Test 4.2.6 > 50 Useful when tables for other tests are not available. Yes Studentized Range Test 4.2.6 # 1000 Highly recommended (with some conditions). Yes Chi-Square Test 4.2.7 Largea Useful for grouped data and when the comparison distribution is known. No Lilliefors Kolmogorov- Smirnoff Test 4.2.7 > 50 Useful when tables for other tests are not available. No a The necessary sample size depends on the number of groups formed when implementing this test. Each group should contain at least 5 observations. EPA QA/G-9 Final QA00 Version 4 - 6 July 2000 The assumption of normality is very important as it is the basis for the majority of statistical tests. A normal, or Gaussian, distribution is one of the most common probability distributions in the analysis of environmental data. A normal distribution is a reasonable model of the behavior of certain random phenomena and can often be used to approximate other probability distributions. In addition, the Central Limit Theorem and other limit theorems state that as the sample size gets large, some of the sample summary statistics (e.g., the sample mean) behave as if they are a normally distributed variable. As a result, a common assumption associated with parametric tests or statistical models is that the errors associated with data or a model follow a normal distribution. The graph of a normally distributed random variable, a normal curve, is bell- shaped (see Figure 4-1) with the highest point located at the mean which is equal to the median. A normal curve is symmetric about the mean, hence the part to the left of the mean is a mirror image of the part to the right. In environmental data, random errors occurring during the measurement process may be normally distributed. Figure 4-1. Graph of a Normal and Lognormal DistributionEnvironmental data commonly exhibit frequency distributions that are non-negative and skewed with heavy or long right tails. Several standard parametric probability models have these properties, including the Weibull, gamma, and lognormal distributions. The lognormal distribution (Figure 4-1) is a commonly used distribution for modeling environmental contaminant data. The advantage to this distribution is that a simple (logarithmic) transformation will transform a lognormal distribution into a normal distribution. Therefore, the methods for testing for normality described in this section can be used to test for lognormality if a logarithmic transformation has been used. 4.2.1 Graphical Methods Graphical methods (Section 2.3) present detailed information about data sets that may not be apparent from a test statistic. Histograms, stem-and-leaf plots, and normal probability plots are some graphical methods that are useful for determining whether or not data follow a normal curve. Both the histogram and stem-and-leaf plot of a normal distribution are bell-shaped. The normal probability plot of a normal distribution follows a straight line. For non-normally distributed data, there will be large deviations in the tails or middle of a normal probability plot. Using a plot to decide if the data are normally distributed involves making a subjective decision. For extremely non-normal data, it is easy to make this determination; however, in many cases the decision is not straightforward. Therefore, formal test procedures are usually necessary to test the assumption of normality. EPA QA/G-9 Final QA00 Version 4 - 7 July 2000 Lognormal Distribution Normal Distribution 0 5 10 15 20 4.2.2 Shapiro-Wilk Test for Normality (the W test) One of the most powerful tests for normality is the W test by Shapiro and Wilk. This test is similar to computing a correlation between the quantiles of the standard normal distribution and the ordered values of a data set. If the normal probability plot is approximately linear (i.e., the data follow a normal curve), the test statistic will be relatively high. If the normal probability plot contains significant curves, the test statistic will be relatively low. The W test is recommended in several EPA guidance documents and in many statistical texts. Tables of critical values for sample sizes up to 50 have been developed for determining the significance of the test statistic. However, this test is difficult to compute by hand since it requires two different sets of tabled values and a large number of summations and multiplications. Therefore, directions for implementing this test are not given in this document, but the test is contained in the Data Quality Assessment Statistical Toolbox (QA/G-9D) (EPA, 1996). 4.2.3 Extensions of the Shapiro-Wilk Test (Filliben's Statistic) Because the W test may only be used for sample sizes less than or equal to 50, several related tests have been proposed. D'Agostino’s test for sample sizes between 50 and 1000 and Royston’s test for sample sizes up to 2000 are two such tests that approximate some of the key quantities or parameters of the W test. Another test related to the W test is the Filliben statistic, also called the probability plot correlation coefficient. This test measures the linearity of the points on the normal probability plot. Similar to the W test, if the normal probability plot is approximately linear (i.e., the data follow a normal curve), the correlation coefficient will be relatively high. If the normal probability plot contains significant curves (i.e., the data do not follow a normal curve), the correlation coefficient will be relatively low. Although easier to compute that the W test, the Filliben statistic is still difficult to compute by hand. Therefore, directions for implementing this test are not given in this guidance; however, it is contained in the software, Data Quality Assessment Statistical Toolbox (QA/G-9D) (EPA, 1996). 4.2.4 Coefficient of Variation The coefficient of variation (CV) may be used to quickly determine whether or not the data follow a normal curve by comparing the sample CV to 1. The use of the CV is only valid for some environmental applications if the data represent a non-negative characteristic such as contaminant concentrations. If the CV is greater than 1, the data should not be modeled with a normal curve. However, this method should not be used to conclude the opposite, i.e., do not conclude that the data can be modeled with a normal curve if the CV is less than 1. This test is to be used only in conjunction with other statistical tests or when graphical representations of the data indicate extreme departures from normality. Directions and an example of this method are contained in Box 4-1. EPA QA/G-9 Final QA00 Version 4 - 8 July 2000 Box 4-1: Directions for the Coefficient of Variation Test for Environmental Data and an Example Directions n1 X)2 ]1/2 ¯ -j(Xi[ n -1i'1 ¯ STEP 1: Calculate the coefficient of variation (CV): CV = s / X = n1 jXi n i'1 STEP 2: If CV > 1.0, conclude that the data are not normally distributed. Otherwise, the test is inconclusive. Example The following example demonstrates using the coefficient of variation to determine that the data in Table 4-1 should not be modeled using a normal curve. s 1.677 STEP 1: Calculate the coefficient of variation (CV): CV = = = 0.145 ¯ 11.571 X STEP 2: Since 0.145 Ý 1.0, the test is inconclusive. 4.2.5 Coefficient of Skewness/Coefficient of Kurtosis Tests The degree of symmetry (or asymmetry) displayed by a data set is measured by the coefficient of skewness (g3). The coefficient of kurtosis, g4, measures the degree of flatness of a probability distribution near its center. Several test methods have been proposed using these coefficients to test for normality. One method tests for normality by adjusting the coefficients of skewness and kurtosis to approximate a standard normal distribution for sample sizes greater than 50. Two other tests based on these coefficients include a combined test based on a chi-squared (P2) distribution and Fisher's cumulant test. Fisher's cumulant test computes the exact sampling distribution of g3 and g4; therefore, it is more powerful than previous methods which assume that the distributions of the two coefficients are normal. Fisher's cumulant test requires a table of critical values, and these tests require a sample size of greater than 50. Tests based on skewness and kurtosis are rarely used as they are less powerful than many alternatives. 4.2.6 Range Tests Almost 100% of the area of a normal curve lies within ±5 standard deviations from the mean and tests for normality have been developed based on this fact. Two such tests, which are both simple to apply, are the studentized range test and Geary's test. Both of these tests use a ratio of an estimate of the sample range to the sample standard deviation. Very large and very small values of the ratio then imply that the data are not well modeled by a normal curve. EPA QA/G-9 Final QA00 Version 4 - 9 July 2000 a. The studentized range test (or w/s test). This test compares the range of the sample to the sample standard deviation. Tables of critical values for sample sizes up to 1000 (Table A-2 of Appendix A) are available for determining whether the absolute value of this ratio is significantly large. Directions for implementing this method are given in Box 4-2 along with an example. The studentized range test does not perform well if the data are asymmetric and if the tails of the data are heavier than the normal distribution. In addition, this test may be sensitive to extreme values. Unfortunately, lognormally distributed data, which are common in environmental applications, have these characteristics. If the data appear to be lognormally distributed, then this test should not be used. In most cases, the studentized range test performs as well as the Shapiro- Wilk test and is much easier to apply. Box 4-2: Directions for Studentized Range Test and an Example Directions STEP 1: Calculate sample range (w) and sample standard deviation (s) using Section 2.2.3. -w X(n ) X(1) STEP 2: Compare = to the critical values given in Table A-2 (labeled a and b). s s If w/s falls outside the two critical values then the data do not follow a normal curve. Example The following example demonstrates the use of the studentized range test to determine if the data from Table 4- 1 can be modeled using a normal curve. STEP 1: w = X( n ) - X( 1 ) = 15.63 - 10.23 = 5.40 and s = 1.677. STEP 2: w/s = 5.4 / 1.677 = 3.22. The critical values given in Table A-2 are 2.51 and 3.875. Since 3.22 falls between these values, the assumption of normality is not rejected. b. Geary's Test. Geary's test uses the ratio of the mean deviation of the sample to the sample standard deviation. This ratio is then adjusted to approximate a standard normal distribution. Directions for implementing this method are given in Box 4-3 and an example is given in Box 4-4. This test does not perform as well as the Shapiro-Wilk test or the studentized range test. However, since Geary's test statistic is based on the normal distribution, critical values for all possible sample sizes are available. EPA QA/G-9 Final QA00 Version 4 - 10 July 2000   Box 4-3: Directions for Geary's Test STEP 1: Calculate the sample mean X¯ , the sample sum of squares (SSS), and the sum of absolute deviations (SAD): ¯X = 1 n njXi , i=1 SSS = n X 2ji i=1 - n )2( jXi i=1 , n and SAD = n ¯ -X*j*Xi i'1 STEP 2: Calculate Geary's test statistic a = SAD n(SSS) STEP 3: Test "a" for significance by computing Z = a -0.7979 0.2123/ n . Here 0.7979 and 0.2123 are constants used to achieve normality. STEP 4: Use Table A-1 of Appendix A to find the critical value z1-" such that 100(1-")% of the normal distribution is below z1-". For example, if " = 0.05, then z1-" = 1.645. Declare "a" to be sufficiently small or large (i.e., conclude the data are not normally distributed) if #Z# > Z1-". Box 4-4: Example of Geary's Test The following example demonstrates the use of Geary's test to determine if the data from Table 4-1 can be modeled using a normal curve. n n1 ¯ =*¯ X jXi = SAD = j*Xi -XSTEP 1: = 11.571, 11.694, and n i'1 i'1 n n ( jXi)2 X 2 i'1SSS = -= 1364.178 -1338.88 = 25.298 j i i'1 n SAD 11.694 STEP 2: a = = = 0.735 n(SSS) 10(25.298) 0.735 -0.7979 STEP 3: Z = = -0.934 0.2123/ 10 STEP 4: Since #Z# Ý 1.64 (5% significance level), there is not enough information to conclude that the data do not follow a normal distribution. EPA QA/G-9 Final QA00 Version 4 - 11 July 2000 4.2.7 Goodness-of-Fit Tests Goodness-of-fit tests are used to test whether data follow a specific distribution, i.e., how "good" a specified distribution fits the data. In verifying assumptions of normality, one would compare the data to a normal distribution with a specified mean and variance. a. Chi-square Test. One classic goodness-of-fit test is the chi-square test which involves breaking the data into groups and comparing these groups to the expected groups from the known distribution. There are no fixed methods for selecting these groups and this test also requires a large sample size since at least 5 observations per group are required to implement this test. In addition, the chi-square test does not have the power of the Shapiro-Wilk test or some of the other tests mentioned above. b. Tests Based on the Empirical Distribution Function. The cumulative distribution function, denoted by F(x), and the empirical distribution function of the data for a given sample of size n are defined in Section 2.3.7.4. Since empirical distribution functions estimate the true F(x) underlying a set of data, and as the cumulative distribution function for a given type of distribution [e.g., a normal distribution (see Section 2.4) with given mean and standard deviation] can be computed, a goodness of fit test can be performed using the empirical distribution function. If the empirical distribution function is "not close to" the given cumulative distribution function, then there is evidence that the data do not come from the distribution having that cumulative distribution function. Various methods have been used to measure the discrepancy between the sample empirical distribution function and the theoretical cumulative distribution function. These measures are referred to as empirical distribution function statistics. The best known empirical distribution function statistic is the Kolmogorov-Smirnov (K-S) statistic. The K-S approach is appropriate if the sample size exceeds 50 and if F(x) represents a specific distribution with known parameters (e.g., a normal distribution with mean 100 and variance 30). A modification to the test, called the Lilliefors K-S test, is appropriate (for n>50) for testing that the data are normally distributed when the F(x) is based on an estimated mean and variance. Unlike the K-S type statistics, most empirical distribution function statistics are based on integrated or average values between the empirical distribution function and cumulative distribution functions. The two most powerful are the Cramer-von Mises and Anderson-Darling statistics. Extensive simulations show that the Anderson-Darling empirical distribution function statistic is just as good as any, including the Shapiro-Wilk statistic, when testing for normality. However, the Shapiro-Wilk test is applicable only for the case of a normal-distribution cumulative distribution function, while the Anderson-Darling method is more general. Most goodness-of-fit tests are difficult to perform manually and are usually included in standard statistical software. The application of goodness-of-fit tests to non-normal data is beyond the scope of this guidance and consultation with a statistician recommended. EPA QA/G-9 Final QA00 Version 4 - 12 July 2000 4.2.8 Recommendations Analysts can perform tests for normality with samples as small as 3. However, the tests lack statistical power for small sample size. Therefore, for small sample sizes, it is recommended that a nonparametric statistical test (i.e., one that does not assume a distributional form of the data) be selected during Step 3 of the DQA in order to avoid incorrectly assuming the data are normally distributed when there is simply not enough information to test this assumption. If the sample size is less than 50, then this guidance recommends using the Shapiro-Wilk W test, wherever practicable. The Shapiro-Wilk W test is one of most powerful tests for normality and it is recommended in several EPA guidance as the preferred test when the sample size is less than 50. This test is difficult to implement by hand but can be applied easily using the Data Quality Assessment Statistical Toolbox (QA/G-9D) (EPA, 1996). If the Shapiro-Wilk W test is not feasible, then this guidance recommends using either Filliben's statistic or the studentized range test. Filliben's statistic performs similarly to the Shapiro-Wilk test. The studentized range is a simple test to perform; however, it is not applicable for non-symmetric data with large tails. If the data are not highly skewed and the tails are not significantly large (compared to a normal distribution), the studentized range provides a simple and powerful test that can be calculated by hand. If the sample size is greater than 50, this guidance recommends using either the Filliben's statistic or the studentized range test. However, if critical values for these tests (for the specific sample size) are not available, then this guidance recommends implementing either Geary's test or the Lilliefors Kolmogorov-Smirnoff test. Geary's test is easy to apply and uses standard normal tables similar to Table A-1 of Appendix A and widely available in standard textbooks. Lilliefors Kolmogorov-Smirnoff is more statistically powerful but is also more difficult to apply and uses specialized tables not readily available. 4.3 TESTS FOR TRENDS 4.3.1 Introduction This section presents statistical tools for detecting and estimating trends in environmental data. The detection and estimation of temporal or spatial trends are important for many environmental studies or monitoring programs. In cases where temporal or spatial patterns are strong, simple procedures such as time plots or linear regression over time can reveal trends. In more complex situations, sophisticated statistical models and procedures may be needed. For example, the detection of trends may be complicated by the overlaying of long- and short-term trends, cyclical effects (e.g., seasonal or weekly systematic variations), autocorrelations, or impulses or jumps (e.g., due to interventions or procedural changes). The graphical representations of Chapter 2 are recommended as the first step to identify possible trends. A plot of the data versus time is recommended for temporal data, as it may reveal long-term trends and may also show other major types of trends, such as cycles or impulses. A EPA QA/G-9 Final QA00 Version 4 - 13 July 2000 posting plot is recommended for spatial data to reveal spatial trends such as areas of high concentration or areas that were inaccessible. For most of the statistical tools presented below, the focus is on monotonic long-term trends (i.e., a trend that is exclusively increasing or decreasing, but not both), as well as other sources of systematic variation, such as seasonality. The investigations of trend in this section are limited to one-dimensional domains, e.g., trends in a pollutant concentration over time. The current edition of this document does not address spatial trends (with 2- and 3-dimensional domains) and trends over space and time (with 3- and 4-dimensional domains), which may involve sophisticated geostatistical techniques such as kriging and require the assistance of a statistician. Section 4.3.2 discusses estimating and testing for trends using regression techniques. Section 4.3.3 discusses more robust trend estimation procedures, and Section 4.3.4 discusses hypothesis tests for detecting trends under several types of situations. 4.3.2 Regression-Based Methods for Estimating and Testing for Trends 4.3.2.1 Estimating a Trend Using the Slope of the Regression Line The classic procedures for assessing linear trends involve regression. Linear regression is a commonly used procedure in which calculations are performed on a data set containing pairs of observations (Xi, Yi), so as to obtain the slope and intercept of a line that "best fits" the data. For temporal trends, the Xi values represent time and the Yi values represent the observations, such as contaminant concentrations. An estimate of the magnitude of trend can be obtained by performing a regression of the data versus time (or some function of the data versus some function of time) and using the slope of the regression line as the measure of the strength of the trend. Regression procedures are easy to apply; most scientific calculators will accept data entered as pairs and will calculate the slope and intercept of the best fitting line, as well as the correlation coefficient r (see Section 2.2.4). However, regression entails several limitations and assumptions. First of all, simple linear regression (the most commonly used method) is designed to detect linear relationships between two variables; other types of regression models are generally needed to detect non-linear relationships such as cyclical or non-monotonic trends. Regression is very sensitive to extreme values (outliers), and presents difficulties in handling data below the detection limit, which are commonly encountered in environmental studies. Regression also relies on two key assumptions: normally distributed errors, and constant variance. It may be difficult or burdensome to verify these assumptions in practice, so the accuracy of the slope estimate may be suspect. Moreover, the analyst must ensure that time plots of the data show no cyclical patterns, outlier tests show no extreme data values, and data validation reports indicate that nearly all the measurements were above detection limits. Because of these drawbacks, regression is not recommended as a general tool for estimating and detecting trends, although it may be useful as an informal, quick, and easy screening tool for identifying strong linear trends. EPA QA/G-9 Final QA00 Version 4 - 14 July 2000 4.3.2.2 Testing for Trends Using Regression Methods The limitations and assumptions associated with estimating trends based on linear regression methods apply also to other regression-based statistical tests for detecting trends. Nonetheless, for situations in which regression methods can be applied appropriately, there is a solid body of literature on hypothesis testing using the concepts of statistical linear models as a basis for inferring the existence of temporal trends. The methodology is complex and beyond the scope of this document. For simple linear regression, the statistical test of whether the slope is significantly different from zero is equivalent to testing if the correlation coefficient is significantly different from zero. Directions for this test are given in Box 4-5 along with an example. This test assumes a linear relation between Y and X with independent normally distributed errors and constant variance across all X and Y values. Censored values (e.g., below the detection limit) and outliers may invalidate the tests. Box 4-5: Directions for the Test for a Correlation Coefficient and an Example Directions STEP 1: Calculate the correlation coefficient, r (Section 2.2.4). rSTEP 2: Calculate the t-value t = . 21-r n -2 STEP 3: Use Table A-1 of Appendix A to find the critical value t1-"/2 such that 100(1-"/2)% of the t distribution with n - 2 degrees of freedom is below t1-". For example, if " = 0.10 and n = 17, then n-2 = 15 and t1-"/2 = 1.753. Conclude that the correlation is significantly different from zero if #t# > t1-"/2. Example: Consider the following data set (in ppb): for Sample 1, arsenic (X) is 4.0 and lead (Y) is 8.0; for Sample 2, arsenic is 3.0 and lead is 7.0; for Sample 3, arsenic is 2.0 and lead is 7.0; and for Sample 4, arsenic is 1.0 and lead is 6.0. STEP 1: In Section 2.2.4, the correlation coefficient r for this data was calculated to be 0.949. 0.949 STEP 2: t = = 4.26 1 -0.9492 4 -2 STEP 3: Using Table A-1 of Appendix A, t1-"/2 = 2.920 for a 10% level of significance and 4-2 = 2 degrees of freedom. Therefore, there appears to be a significant correlation between the two variables lead and arsenic. EPA QA/G-9 Final QA00 Version 4 - 15 July 2000 4.3.3 General Trend Estimation Methods 4.3.3.1 Sen's Slope Estimator Sen’s Slope Estimate is a nonparametric alternative for estimating a slope. This approach involves computing slopes for all the pairs of ordinal time points and then using the median of these slopes as an estimate of the overall slope. As such, it is insensitive to outliers and can handle a moderate number of values below the detection limit and missing values. Assume that there are n time points (or n periods of time), and let Xi denote the data value for the ith time point. If there are no missing data, there will be n(n-1)/2 possible pairs of time points (i, j) in which i > j. The slope for such a pair is called a pairwise slope, bij, and is computed as bij = (Xi - Xj) / (i - j). Sen's slope estimator is then the median of the n(n-1)/2 pairwise slopes. If there is no underlying trend, then a given Xi is as likely to be above another Xj as it is below. Hence, if there is no underlying trend, there would be an approximately equal number of positive and negative slopes, and thus the median would be near zero. Due to the number of calculations required, Sen’s estimator is rarely calculated by hand and directions are not given in this document. 4.3.3.2 Seasonal Kendall Slope Estimator If the data exhibit cyclic trends, then Sen's slope estimator can be modified to account for the cycles. For example, if data are available for each month for a number of years, 12 separate sets of slopes would be determined (one for each month of the year); similarly, if daily observations exhibit weekly cycles, seven sets of slopes would be determined, one for each day of the week. In these estimates, the above pairwise slope is calculated for each time period and the median of all of the slopes is an estimator of the slope for a long-term trend. This is known as the seasonal Kendall slope estimator. Because of the number of calculations required, this estimator is rarely calculated by hand. 4.3.4 Hypothesis Tests for Detecting Trends Most of the trend tests treated in this section involve the Mann-Kendall test or extensions of it. The Mann-Kendall test does not assume any particular distributional form and accommodates trace values or values below the detection limit by assigning them a common value. The test can also be modified to deal with multiple observations per time period and generalized to deal with multiple sampling locations and seasonality. 4.3.4.1 One Observation per Time Period for One Sampling Location The Mann-Kendall test involves computing a statistic S, which is the difference between the number of pairwise slopes (described in 4.3.3.1) that are positive minus the number that are negative. If S is a large positive value, then there is evidence of an increasing trend in the data. If S is a large negative value, then there is evidence of a decreasing trend in the data. The null EPA QA/G-9 Final QA00 Version 4 - 16 July 2000 hypothesis or baseline condition for this test is that there is no temporal trend in the data values, i.e., "H0: no trend". The alternative condition or hypothesis will usually be either "HA: upward trend" or "HA: downward trend." The basic Mann-Kendall trend test involves listing the observations in temporal order, and computing all differences that may be formed between measurements and earlier measurements, as depicted in Box 4-6. The test statistic is the difference between the number of strictly positive differences and the number of strictly negative differences. If there is an underlying upward trend, then these differences will tend to be positive and a sufficiently large value of the test statistic will suggest the presence of an upward trend. Differences of zero are not included in the test statistic (and should be avoided, if possible, by recording data to sufficient accuracy). The steps for conducting the Mann-Kendall test for small sample sizes (i.e., less than 10) are contained in Box 4-7 and an example is contained in Box 4-8. Box 4-6: "Upper Triangular" Data for Basic Mann-Kendall Trend Test with a Single Measurement at Each Time Point Data Table Original Time t1 t2 t3 t4 . . . tn-1 tn (time from earliest to latest) Measurement X1 X2 X3 X4 . . . Xn-1 Xn (actual values recorded) X1 X2-X1 X3-X1 X4-X1 . . . Xn-1-X1 Xn-X1 X2 X3-X2 X4-X2 . . . Xn-1-X2 Xn-X2 . . . . . . . . . Xn-2 Xn-1-Xn-2 Xn-Xn-2 Xn-1 Xn-Xn-1 After performing the subtractions this table converts to: Original Time t1 t2 t3 t4 . . . tn-1 tn # of + # of - Measurement X1 X2 X3 X4 . . . Xn-1 Xn Differences Differences (>0) (<0) X1 Y21 Y31 Y41 . . . Y(n-1)1 Yn1 X2 Y32 Y42 . . . Y(n-1)2 Yn2 . . . . . . . . . Xn-2 Y(n-1)(n-2) Yn(n-2) Xn-1 Yn (n-1) NOTE: ij-Yk=0 do not contribute to either total and areX Total # >0 Total # <0 discarded. where Yik = sign (Xi-Xk) = i - Xk > 0+ if X = i - Xk = 00 if X = -i - Xk < 0if X EPA QA/G-9 Final QA00 Version 4 - 17 July 2000 Box 4-7: Directions for the Mann-Kendall Trend Test for Small Sample Sizes If the sample size is less than 10 and there is only one datum per time period, the Mann-Kendall Trend Test for small sample sizes may be used. STEP 1: List the data in the order collected over time: X1, X2, ..., Xn, where Xi is the datum at time ti. Assign a value of DL/2 to values reported as below the detection limit (DL). Construct a "Data Matrix" similar to the top half of Box 4-6. STEP 2: Compute the sign of all possible differences as shown in the bottom portion of Box 4-6. STEP 3: Compute the Mann-Kendall statistic S, which is the number of positive signs minus the number of negative signs in the triangular table: S = (number of + signs) - (number of - signs). STEP 4: Use Table A-11 of Appendix A to determine the probability p using the sample size n and the absolute value of the statistic S. For example, if n=5 and S=8, p=0.042. STEP 5: For testing the null hypothesis of no trend against H1 (upward trend), reject H0 if S > 0 and if p < ". For testing the null hypothesis of no trend against H2 (downward trend), reject H0 if S < 0 and if p < ". Box 4-8: An Example of Mann-Kendall Trend Test for Small Sample Sizes Consider 5 measurements ordered by the time of their collection: 5, 6, 11, 8, and 10. This data will be used to test the null hypothesis, H0: no trend, versus the alternative hypothesis H1 of an upward trend at an " = 0.05 significance level. STEP 1: The data listed in order by time are: 5, 6, 11, 8, 10. STEP 2: A triangular table (see Box 4-6) was used to construct the possible differences. The sum of signs of the differences across the rows are shown in the columns 7 and 8. Time 1 2 3 4 5 No. of + No. of Data 5 6 11 8 10 Signs - Signs 5 + + + + 4 0 6 + + + 3 0 11 - - 0 2 8 + 1 0 8 2 STEP 3: Using the table above, S = 8 - 2 = 6. STEP 4: From Table A-11 of Appendix A for n = 5 and S = 6, p = 0.117. STEP 5: Since S > 0 but p = 0.117 Û 0.05, the null hypothesis is not rejected. Therefore, there is not enough evidence to conclude that there is an increasing trend in the data. EPA QA/G-9 Final QA00 Version 4 - 18 July 2000 For sample sizes greater than 10, a normal approximation to the Mann-Kendall test is quite accurate. Directions for this approximation are contained in Box 4-9 and an example is given in Box 4-10. Tied observations (i.e., when two or more measurements are equal) degrade the statistical power and should be avoided, if possible, by recording the data to sufficient accuracy. 4.3.4.2 Multiple Observations per Time Period for One Sampling Location Often, more than one sample is collected for each time period. There are two ways to deal with multiple observations per time period. One method is to compute a summary statistic, such as the median, for each time period and to apply one of the Mann-Kendall trend tests of Section 4.3.4.1 to the summary statistic. Therefore, instead of using the individual data points in the triangular table, the summary statistic would be used. Then the steps given in Box 4-7 and Box 4-9 could be applied to the summary statistics. An alternative approach is to consider all the multiple observations within a given time period as being essentially equal (i.e., tied) values within that period. The S statistic is computed as before with n being the total of all observations. The variance of the S statistic (previously calculated in step 2) is changed to: 1 g h VAR(S)= n (n -1)(2n+5) -j wp (wp-1)(2wp +5) -j u q (uq -1)(2uq +5)18 p'1 q'1 g h g hjw (w &1)(w &2) ju (u &1)(u &2) j w (w &1) j u (u &1)p p p q q q p p q q p'1 q'1 p'1 q'1+ + 9n (n&1)(n&2) 2n (n&1) Box 4-9: Directions for the Mann-Kendall Procedure Using Normal Approximation If the sample size is 10 or more, a normal approximation to the Mann-Kendall procedure may be used. STEP 1: Complete steps 1, 2, and 3 of Box 4-7. n (n&1)(2n%5)STEP 2: Calculate the variance of S: V(S )= . 18 If ties occur, let g represent the number of tied groups and wp represent the number of data points in g1the pth group. The variance of S is: V(S)= [n (n&1)(2n%5) -j w p (w p &1)(2w p %5)] 18 p'1 S&1 S%1STEP 4: Calculate Z = if S > 0, Z = 0 if S = 0, or Z = if S < 0. [V(S)]½ [V(S)]½ STEP 5: Use Table A-1 of Appendix A to find the critical value z1-" such that 100(1-")% of the normal distribution is below z1-". For example, if "=0.05 then z1-"=1.645. STEP 6: For testing the hypothesis, H0 (no trend) against 1) H1 (an upward trend) – reject H0 if Z > z1-", or 2) H2 (a downward trend) – reject H0 if Z < 0 and the absolute value of Z > z1-". EPA QA/G-9 Final QA00 Version 4 - 19 July 2000 Box 4-10: An Example of Mann-Kendall Trend Test by Normal Approximation A test for an upward trend with "=.05 will be based on the 11 weekly measurements shown below. STEP 1: Using Box 4-6, a triangular table was constructed of the possible differences. A zero has been used if the difference is zero, a "+" sign if the difference is positive, and a "-" sign if the difference is negative. Week 1 2 3 4 5 6 7 8 9 10 11 No. of No. of Data 10 10 10 5 10 20 18 17 15 24 15 + Signs - Signs 10 0 0 - 0 + + + + + + 6 1 10 0 - 0 + + + + + + 6 1 10 - 0 + + + + + + 6 1 5 + + + + + + + 7 0 10 + + + + + + 6 0 20 - - - + - 1 4 18 - - + - 1 3 17 - + - 1 2 15 + 0 1 0 24 -0 1 35 13 STEP 2: S = (sum of + signs) - (sum of - signs) = 35 - 13 = 22 STEP 3: There are several observations tied at 10 and 15. Thus, the formula for tied values will be used. In this formula, g=2, t1=4 for tied values of 10, and t2=2 for tied values of 15. 1V(S) = [11 (11&1)(2 (11)%5) -[4 (4&1)(2 (4)%5) +2(2&1)(2 (2)%5)]] =155.33 18 S&1 22&1 20STEP 4: Since S is positive: Z = = = = 1.605 [V(S)]½ (155.33)½ 12.46 STEP 5: From Table A-1 of Appendix A, z1-.05=1.645. STEP 6: H1 is the alternative of interest. Therefore, since 1.605 is not greater than 1.645, H0 is not rejected. Therefore, there is not enough evidence to determine that there is an upward trend. where g represents the number of tied groups, wp represents the number of data points in the pth group, h is the number of time periods which contain multiple data, and uq is the sample size in the qth time period. The preceding variance formula assumes that the data are not correlated. If correlation within single time periods is suspected, it is preferable to use a summary statistic (e.g., the median) for each time period and then apply either Box 4-7 or Box 4-9 to the summary statistics. 4.3.4.3 Multiple Sampling Locations with Multiple Observations The preceding methods involve a single sampling location (station). However, environmental data often consist of sets of data collected at several sampling locations (see Box 4-11). For example, data are often systematically collected at several fixed sites on a lake or river, or within a region or basin. The data collection plan (or experimental design) must be systematic in the sense that approximately the same sampling times should be used at all locations. EPA QA/G-9 Final QA00 Version 4 - 20 July 2000 In this situation, it is desirable to express the results by an overall regional summary statement across all sampling locations. However, there must be consistency in behavioral characteristics across sites over time in order for a single summary statement to be valid across all sampling locations. A useful plot to assess the consistency requirement is a single time plot (Section 2.3.8.1)of the measurements from all stations where a different symbol is used to represent each station. Box 4-11: Data for Multiple Times and Multiple Stations Let i = 1, 2, ..., n represent time, k = 1, 2, ..., K represent sampling locations, and Xik represent the measurement at time i for location k. This data can be summarized in matrix form, as shown below. Stations 1 2 . . . K 1 X11 X12 . . . X1K 2 X21 X22 . . . X2K Time . . . . . . . . . . . . . . . . . . . . . n Xn1 Xn2 . . . XnK S1 S2 . . . SK V(S1) V(S2) . . . V(SK) Z1 Z2 . . . ZK where Sk = Mann-Kendall statistic for station k (see STEP 3, Box 4-7), V(Sk) = variance for S statistic for station k (see STEP 2, Box 4-9), and Zk = S k/ VAR(Sk ) If the stations exhibit approximately steady trends in the same direction (upward or downward), with comparable slopes, then a single summary statement across stations is valid and this implies two relevant sets of hypotheses should be investigated: Comparability of stations. H0: Similar dynamics affect all K stations vs. HA: At least two stations exhibit different dynamics. Testing for overall monotonic trend. H0*: Contaminant levels do not change over time vs. HA': There is an increasing (or decreasing) trend consistently exhibited across all stations. Therefore, the analyst must first test for homogeneity of stations, and then, if homogeneity is confirmed, test for an overall monotonic trend. Ideally, the stations in Box 4-11 should have equal numbers. However, the numbers of observations at the stations can differ slightly, because of isolated missing values, but the overall time periods spanned must be similar. This guidance recommends that for less than 3 time periods, an equal EPA QA/G-9 Final QA00 Version 4 - 21 July 2000 number of observations (a balanced design) is required. For 4 or more time periods, up to 1 missing value per sampling location may be tolerated. a. One Observation per Time Period. When only one measurement is taken for each time period for each station, a generalization of the Mann-Kendall statistic can be used to test the above hypotheses. This procedure is described in Box 4-12. Box 4-12: Testing for Comparability of Stations and an Overall Monotonic Trend Let i = 1, 2, ..., n represent time, k = 1, 2, ..., K represent sampling locations, and Xik represent the measurement at time i for location k. Let " represent the significance level for testing homogeneity and "* represent the significance level for testing for an overall trend. STEP 1: Calculate the Mann-Kendall statistic Sk and its variance V(Sk) for each of the K stations using the methods of Section 4.3.4.1, Box 4-9. STEP 2: For each of the K stations, calculate Z k = Sk / V(S k). K ¯ STEP 3: Calculate the average Z = j Zk /K. k'1 K Z 2 2¯ STEP 4: Calculate the homogeneity chi-square statistic Ph 2 = j k -K Z . k'1 STEP 5: Using a chi-squared table (Table A-8 of Appendix A), find the critical value for P2 with (K-1) degrees of freedom at an " significance level. For example, for a significance level of 5% and 5 degrees of freedom, P2 ( 5 ) = 11.07, i.e., 11.07 is the cut point which puts 5% of the probability in the upper tail of a chi-square variable with 5 degrees of freedom. 2 #P2STEP 6: If P h ( K - 1 ), there are comparable dynamics across stations at significance level ". Go to Step 7. If P2 h > P2 ( K - 1 ), the stations are not homogeneous (i.e., different dynamics at different stations) at the significance level ". Therefore, individual "*-level Mann-Kendall tests should be conducted at each station using the methods presented in Section 4.3.4.1. STEP 7: Using a chi-squared table (Table A-8 of Appendix A), find the critical value for P2 with 1 degree of freedom at an " significance level. If 2K Z¯> O2 (1 ) , then reject H0* and conclude that there is a significant (upward or downward) monotonic trend across all stations at significance level "*. The signs of the Sk indicate whether increasing or decreasing trends are present. If 2 # O2K Z¯ (1) , there is not significant evidence at the "' level of a monotonic trend across all stations. That is, the stations appear approximately stable over time. EPA QA/G-9 Final QA00 Version 4 - 22 July 2000 b. Multiple Observations per Time Period. If multiple measurements are taken at some times and station, then the previous approaches are still applicable. However, the variance of the statistic Sk must be calculated using the equation for calculating V(S) given in Section 4.3.4.2. Note that Sk is computed for each station, so n, wp, g, h, and uq are all station-specific. 4.3.4.4 One Observation for One Station with Multiple Seasons Temporal data are often collected over extended periods of time. Within the time variable, data may exhibit periodic cycles, which are patterns in the data that repeat over time (e.g., the data may rise and fall regularly over the months in a year or the hours in a day). For example, temperature and humidity may change with the season or month, and may affect environmental measurements. (For more information on seasonal cycles, see Section 2.3.8). In the following discussion, the term season represents one time point in the periodic cycle, such as a month within a year or an hour within a day. If seasonal cycles are anticipated, then two approaches for testing for trends are the seasonal Kendall test and Sen's test for trends. The seasonal Kendall test may be used for large sample sizes, and Sen's test for trends may be used for small sample sizes. If different seasons manifest similar slopes (rates of change) but possibly different intercepts, then the Mann-Kendall technique of Section 4.3.4.3 is applicable, replacing time by year and replacing station by season. The seasonal Kendall test, which is an extension of the Mann-Kendall test, involves calculating the Mann-Kendall test statistic, S, and its variance separately for each "season" (e.g., month of the year, day of the week). The sum of the S's and the sum of their variances are then used to form an overall test statistic that is assumed to be approximately normally distributed for larger size samples. For data at a single site, collected at multiple seasons within multiple years, the techniques of Section 4.3.4.3 can be applied to test for homogeneity of time trends across seasons. The methodology follows Boxes 4-11 and 4-12 exactly except that "station" is replaced by "season" and the inferences refer to seasons. 4.3.5 A Discussion on Tests for Trends This section discusses some further considerations for choosing among the many tests for trends. All of the nonparametric trend tests and estimates use ordinal time (ranks) rather than cardinal time (actual time values, such as month, day or hour) and this restricts the interpretation of measured trends. All of the Mann-Kendall Trend Tests presented are based on certain pairwise differences in measurements at different time points. The only information about these differences that is used in the Mann-Kendall calculations is their signs (i.e., whether they are positive or negative) and therefore are generalizations of the sign test. Mann-Kendall calculations are relatively easy and simply involve counting the number of cases in which Xi + j exceeds Xi and the number of cases in which Xi exceeds Xi+ j. Information about magnitudes of these differences is not used by the Mann-Kendall methods and this can adversely affect the statistical power when only limited amounts of data are available. EPA QA/G-9 Final QA00 Version 4 - 23 July 2000 There are, however, nonparametric methods based on ranks that takes such magnitudes into account and still retains the benefit of robustness to outliers. These procedures can be thought of as replacing the data by their ranks and then conducting parametric analyses. These include the Wilcoxon rank sum test and its many generalizations. These methods are more resistant to outliers than parametric methods; a point can be no more extreme than the smallest or largest value. Rank-based methods, which make fuller use of the information in the data than the Mann- Kendall methods, are not as robust with respect to outliers as the sign and the Mann-Kendall tests. They are, however, more statistically powerful than the sign test and the Mann-Kendall methods; the Wilcoxon test being a case in point. If the data are random samples from normal distributions with equal variances, then the sign test requires approximately 1.225 times as many observations as the Wilcoxon rank sum test to achieve a given power at a given significance level. This kind of tradeoff between power and robustness exemplifies the analyst's evaluation process leading to the selection of the best statistical procedure for the current situation. Further statistical tests will be developed in future editions of this guidance. 4.3.6 Testing for Trends in Sequences of Data There are cases where it is desirable to see if a long sequence (for example, readings from a monitoring station) could be considered random variation or correlated in some way, that is, if consecutive results are attributable to random chance. An everyday example would be to determine if a basketball player exhibited "hot streaks" during the season when shooting a basket from the free-throw line. One test to make this determination is the Wald-Wolfowitz test. This test can only be used if the data are binary, i.e., there are only two potential values. For example, the data could either be ‘Yes/No’, ‘0/1’, or ‘black/white’. Directions for the Wald-Wofowitz test are given in Box 4-13 and an example in Box 4-14. 4.4 OUTLIERS 4.4.1 Background Outliers are measurements that are extremely large or small relative to the rest of the data and, therefore, are suspected of misrepresenting the population from which they were collected. Outliers may result from transcription errors, data-coding errors, or measurement system problems such as instrument breakdown. However, outliers may also represent true extreme values of a distribution (for instance, hot spots) and indicate more variability in the population than was expected. Not removing true outliers and removing false outliers both lead to a distortion of estimates of population parameters. Statistical outlier tests give the analyst probabilistic evidence that an extreme value (potential outlier) does not "fit" with the distribution of the remainder of the data and is therefore a statistical outlier. These tests should only be used to identify data points that require further investigation. EPA QA/G-9 Final QA00 Version 4 - 24 July 2000 Box 4-13: Directions for the Wald-Wolfowitz Runs Test Consider a sequence of two values and let n denote the number of observations of one value and m denote the number of observations of the other value. Note that if is customary for n < m (i.e., n denotes the value that occurs the least amount of times. This test is used to test the null hypothesis that the sequence is random against the alternative hypothesis that the data in the sequence are correlated or may come from different populations. STEP 1: List the data in the order collected and identify which will be the ‘n’ values, and which will be the ‘m’ values. STEP 2: Bracket the sequences within the series. A sequence is a group of consecutive values. For example, consider the data AAABAABBBBBBBABB. The following are sequences in the data {AAA} {B} {AA} {BBBBBB} {A} {BB} In the example above, the smallest sequence is has one data value and the largest sequence has 6. STEP 3: Count the number of sequences for the ‘n’ values and call it T. For the example sequence, the ‘n’ values are ‘A’ since there are 6 A’s and 9 B’s, and T = 3: {AAA}, {AA}, and {A}. STEP 4: If T is less than the critical value from Table A-12 of Appendix A for the specified significance level ", then reject the null hypothesis that the sequence is random in favor of the alternative that the data are correlated amongst themselves or possibly came from different distributions. Otherwise, conclude the sequence is random. In the example above, 3 < 6 (where 6 is the critical value from Table A-12 using n=6, m=9, and " = 0.01) so the null hypothesis that the sequence is random is rejected. The tests alone cannot determine whether a statistical outlier should be discarded or corrected within a data set; this decision should be based on judgmental or scientific grounds. There are 5 steps involved in treating extreme values or outliers: 1. Identify extreme values that may be potential outliers; 2. Apply statistical test; 3. Scientifically review statistical outliers and decide on their disposition; 4. Conduct data analyses with and without statistical outliers; and 5. Document the entire process. Potential outliers may be identified through the graphical representations of Chapter 2 (step 1 above). Graphs such as the box and whisker plot, ranked data plot, normal probability plot, and time plot can all be used to identify observations that are much larger or smaller than the rest of the data. If potential outliers are identified, the next step is to apply one of the statistical tests described in the following sections. Section 4.4.2 provides recommendations on selecting a statistical test for outliers. EPA QA/G-9 Final QA00 Version 4 - 25 July 2000 Box 4-14: An Example of the Wald-Wolfowitz Runs Test This is a set of monitoring data from the main discharge station at a chemical manufacturing plant. The permit states that the discharge should have a pH of 7.0 and should never be less than 5.0. So the plant manager has decided to use a pH of 6.0 to an indicate potential problems. In a four-week period the following values were recorded: 6.5 6.6 6.4 6.2 5.9 5.8 5.9 6.2 6.2 6.3 6.6 6.6 6.7 6.4 6.2 6.3 6.2 5.8 5.9 5.8 6.1 5.9 6.0 6.2 6.3 6.2 STEP 1: Since the plant manager has decided that a pH of 6.0 will indicate trouble the data have been replaced with a binary indicator. If the value is greater than 6.0, the value will be replaced by a 1; otherwise the value will be replaced by a 0. So the data are now: 1 1 1 1 0 0 0 1 1 1 1 1 1 1 1 1 1 0 0 0 1 0 0 1 1 1 As there are 8 values of ‘0’and 19 values of ‘1’, n = 8 and m = 19. STEP 2: The bracketed sequence is: {1 1 1 1} {0 0 0} {1 1 1 1 1 1 1 1 1 1} {0 0 0} {1} {0 0 } {1 1 1} STEP 3: T = 3: {000}, {000}, and {00} STEP 4: Since 3 < 9 (where 9 is the critical value from Table A-12 using " = 0.05) so the null hypothesis that the sequence is random is rejected. If a data point is found to be an outlier, the analyst may either: 1) correct the data point; 2) discard the data point from analysis; or 3) use the data point in all analyses. This decision should be based on scientific reasoning in addition to the results of the statistical test. For instance, data points containing transcription errors should be corrected, whereas data points collected while an instrument was malfunctioning may be discarded. One should never discard an outlier based solely on a statistical test. Instead, the decision to discard an outlier should be based on some scientific or quality assurance basis. Discarding an outlier from a data set should be done with extreme caution, particularly for environmental data sets, which often contain legitimate extreme values. If an outlier is discarded from the data set, all statistical analysis of the data should be applied to both the full and truncated data set so that the effect of discarding observations may be assessed. If scientific reasoning does not explain the outlier, it should not be discarded from the data set. If any data points are found to be statistical outliers through the use of a statistical test, this information will need to be documented along with the analysis of the data set, regardless of whether any data points are discarded. If no data points are discarded, document the identification of any "statistical" outliers by documenting the statistical test performed and the possible scientific reasons investigated. If any data points are discarded, document each data point, the statistical test performed, the scientific reason for discarding each data point, and the effect on the analysis of deleting the data points. This information is critical for effective peer review. EPA QA/G-9 Final QA00 Version 4 - 26 July 2000 # # $ $ 4.4.2 Selection of a Statistical Test There are several statistical tests for determining whether or not one or more observations are statistical outliers. Step by step directions for implementing some of these tests are described in Sections 4.4.3 through 4.4.6. Section 4.4.7 describes statistical tests for multivariate outliers. If the data are normally distributed, this guidance recommends Rosner's test when the sample size is greater than 25 and the Extreme Value test when the sample size is less than 25. If only one outlier is suspected, then the Discordance test may be substituted for either of these tests. If the data are not normally distributed, or if the data cannot be transformed so that the transformed data are normally distributed, then the analyst should either apply a nonparametric test (such as Walsh's test) or consult a statistician. A summary of this information is contained in Table 4-3. Table 4-3. Recommendations for Selecting a Statistical Test for Outliers Sample Size Test Section Assumes Normality Multiple Outliers n # 25 Extreme Value Test 4.4.3 Yes No/Yes n # 50 Discordance Test 4.4.4 Yes No n $ 25 Rosner's Test 4.4.5 Yes Yes n $ 50 Walsh's Test 4.4.6 No Yes 4.4.3 Extreme Value Test (Dixon's Test) Dixon's Extreme Value test can be used to test for statistical outliers when the sample size is less than or equal to 25. This test considers both extreme values that are much smaller than the rest of the data (case 1) and extreme values that are much larger than the rest of the data (case 2). This test assumes that the data without the suspected outlier are normally distributed; therefore, it is necessary to perform a test for normality on the data without the suspected outlier before applying this test. If the data are not normally distributed, either transform the data, apply a different test, or consult a statistician. Directions for the Extreme Value test are contained in Box 4-15; an example of this test is contained in Box 4-16. This guidance recommends using this test when only one outlier is suspected in the data. If more than one outlier is suspected, the Extreme Value test may lead to masking where two or more outliers close in value "hide" one another. Therefore, if the analyst decides to use the Extreme Value test for multiple outliers, apply the test to the least extreme value first. EPA QA/G-9 Final QA00 Version 4 - 27 July 2000 Box 4-15: Directions for the Extreme Value Test (Dixon's Test) STEP 1: Let X( 1 ), X( 2 ), . . . , X( n ) represent the data ordered from smallest to largest. Check that the data without the suspect outlier are normally distributed, using one of the methods of Section 4.2. If normality fails, either transform the data or apply a different outlier test. STEP 2: X( 1 ) is a Potential Outlier (case 1): Compute the test statistic C, where -X(2) X(1) X(3) -X(1) C = for 3 # n # 7, C = for 11 # n # 13, -X(n ) X(1) X(n -1) -X(1) X(2) -X(1) X(3) -X(1) C = for 8 # n # 10, C = for 14 # n # 25. -X(n -1) -X(1) X(n -2) X(1) STEP 3: If C exceeds the critical value from Table A-3 of Appendix A for the specified significance level ", X( 1 ) is an outlier and should be further investigated. STEP 4: X( n ) is a Potential Outlier (case 2): Compute the test statistic C, where -X(n )-X(n -1) X(n ) X(n -2) C = for 3 # n # 7, C = for 11 # n # 13, X(n )-X(1) X(n )-X(2) X(n )-X(n -1) X(n )-X(n -2) C = for 8 # n # 10, C = for 14 # n # 25 X(n )-X(2) X(n )-X(3) STEP 5: If C exceeds the critical value from Table A-3 of Appendix A for the specified significance level ", X( n ) is an outlier and should be further investigated. Box 4-16: An Example of the Extreme Value Test (Dixon's Test) The data in order of magnitude from smallest to largest are: 82.39, 86.62, 91.72, 98.37, 103.46, 104.93, 105.52, 108.21, 113.23, and 150.55 ppm. Because the largest value (150.55) is much larger than the other values, it is suspected that this data point might be an outlier which is Case 2 in Box 4-15. STEP 1: A normal probability plot of the data shows that there is no reason to suspect that the data (without the extreme value) are not normally distributed. The studentized range test (Section 4.2.6) also shows that there is no reason to suspect that the data are not normally distributed. Therefore, the Extreme Value test may be used to determine if the largest data value is an outlier. X(n )-X(n -1) 150.55 -113.23 37.32 STEP 4: C = = = = 0.584 150.55 -86.62 63.93 X(n )-X(2) STEP 5: Since C = 0.584 > 0.477 (from Table A-3 of Appendix A with n=10), there is evidence that X( n ) is an outlier at a 5% significance level and should be further investigated. EPA QA/G-9 Final QA00 Version 4 - 28 July 2000 4.4.4 Discordance Test The Discordance test can be used to test if one extreme value is an outlier. This test considers two cases: 1) where the extreme value (potential outlier) is the smallest value of the data set, and 2) where the extreme value (potential outlier) is the largest value of the data set. The Discordance test assumes that the data are normally distributed; therefore, it is necessary to perform a test for normality before applying this test. If the data are not normally distributed either transform the data, apply a different test, or consult a statistician. Note that the test assumes that the data without the outlier are normally distributed; therefore, the test for normality should be performed without the suspected outlier. Directions and an example of the Discordance test are contained in Box 4-17 and Box 4-18. Box 4-17: Directions for the Discordance Test STEP 1: Let X( 1 ), X( 2 ), . . . , X( n ) represent the data ordered from smallest to largest. Check that the data without the suspect outlier are normally distributed, using one of the methods of Section 4.2. If normality fails, either transform the data or apply a different outlier test. STEP 2: Compute the sample mean, ¯X (Section 2.2.2), and the sample standard deviation, s (Section 2.2.3). If the minimum value X( 1 ) is a suspected outlier, perform Steps 3 and 4. If the maximum value X( n ) is a suspected outlier, perform Steps 5 and 6. X¯-X (1) STEP 3: If X( 1 ) is a Potential Outlier (case 1): Compute the test statistic D = s STEP 4: If D exceeds the critical value from Table A-4, X( 1 ) is an outlier and should be further investigated. X(n )-X¯ STEP 5: If X( n ) is a Potential Outlier (case 2): Compute the test statistic D = s STEP 6: If D exceeds the critical value from Table A-4, X( n ) is an outlier and should be further investigated. Box 4-18: An Example of the Discordance Test The ordered data are 82.39, 86.62, 91.72, 98.37, 103.46, 104.93, 105.52, 108.21, 113.23, and 150.55 ppm. Because the largest value of this data set (150.55) is much larger than the rest, it may be an outlier. STEP 1: A normal probability plot of the data shows that there is no reason to suspect that the data (without the extreme value) are not normally distributed. The studentized range test (Section 4.2.6) also shows that there is no reason to suspect that the data are not normally distributed. Therefore, the Discordance test may be used to determine if the largest data value is an outlier. STEP 2: X¯ = 104.5 ppm and s = 18.922 ppm. X(n )-X¯ 150.55 -104.50 STEP 5: D = = = 2.43 s 18.92 STEP 6: Since D = 2.43 > 2.176 (from Table A-4 of Appendix A with n = 10), there is evidence that X( n ) is an outlier at a 5% significance level and should be further investigated. EPA QA/G-9 Final QA00 Version 4 - 29 July 2000 4.4.5 Rosner's Test A parametric test developed by Rosner can be used to detect up to 10 outliers for sample sizes of 25 or more. This test assumes that the data are normally distributed; therefore, it is necessary to perform a test for normality before applying this test. If the data are not normally distributed either transform the data, apply a different test, or consult a statistician. Note that the test assumes that the data without the outlier are normally distributed; therefore, the test for normality may be performed without the suspected outlier. Directions for Rosner's test are contained in Box 4-19 and an example is contained in Box 4-20. Rosner's test is not as easy to apply as the preceding tests. To apply Rosner's test, first determine an upper limit r0 on the number of outliers (r0 # 10), then order the r0 extreme values from most extreme to least extreme. Rosner's test statistic is then based on the sample mean and sample Box 4-19: Directions for Rosner's Test for Outliers STEP 1: Let X1, X2, . . . , Xn represent the ordered data points. By inspection, identify the maximum number of possible outliers, r0. Check that the data are normally distributed, using one of the methods of Section 4.2. STEP 2: Compute the sample mean X¯ , and the sample standard deviation, s, for all the data. Label these values X¯ ( 0 ) and s( 0 ), respectively. Determine the observation farthest from ¯X( 0 ) and label this observation y( 0 ). Delete y( 0 ) from the data and compute the sample mean, labeled ¯X( 1 ), and the sample standard deviation, labeled s( 1 ). Then determine the observation farthest from X¯ ( 1 ) and label this observation y( 1 ). Delete y( 1 ) and compute ¯X( 2 ) and s( 2 ). Continue this process until r0 extreme values have been eliminated. In summary, after the above process the analyst should have (0) (0 ) (1) (r0 -1) (r0 -1) (r0 -1) ](1 ) ¯[]; (0) s X , y X , y where, ¯[ s, ¯ [..., ]; (1) X , y , s n -i nj -i X¯(i )= 1 j xj , s (i )= [ 1 (xj -x¯(i ))2 ]1/2 , and y( i ) is the farthest value from ¯X( i ). n -i j = 1 n - i j =1 (Note, the above formulas for X¯ ( i ) and s( i ) assume that the data have been renumbered after each observation is deleted.) (r -1) ( r -1 )**y -x¯ STEP 3: To test if there are 'r' outliers in the data, compute: R = and compare Rrr (r -1) s to 8r in Table A-5 of Appendix A. If Rr $ 8r, conclude that there are r outliers. First, test if there are r0 outliers (compare R to 8 ). If not, test if there are r0 - 1 outliers r ro&1 o&1 (compare R to 8 ). If not, test if there are r0 - 2 outliers, and continue, until either it isr ro&1 o&1 determined that there are a certain number of outliers or that there are no outliers at all. EPA QA/G-9 Final QA00 Version 4 - 30 July 2000 Box 4-20: An Example of Rosner's Test for Outliers STEP 1: STEP 2: STEP 3: Consider the following 32 data points (in ppm) listed in order from smallest to largest: 2.07, 40.55, 84.15, 88.41, 98.84, 100.54, 115.37, 121.19, 122.08, 125.84, 129.47, 131.90, 149.06, 163.89, 166.77, 171.91, 178.23, 181.64, 185.47, 187.64, 193.73, 199.74, 209.43, 213.29, 223.14, 225.12, 232.72, 233.21, 239.97, 251.12, 275.36, and 395.67. A normal probability plot of the data shows that there is no reason to suspect that the data (without the suspect outliers) are not normally distributed. In addition, this graph identified four potential outliers: 2.07, 40.55, 275.36, and 395.67. Therefore, Rosner's test will be applied to see if there are 4 or fewer (r0 = 4) outliers. First the sample mean and sample standard deviation were computed for the entire data set (X¯ (0) and (0)). ¯ (0) (0)s Using subtraction, it was found that 395.67 was the farthest data point from X , so y = 395.67. Then 395.67 was deleted from the data and the sample mean, X¯ (1), and the sample standard deviation, s(1), were computed. Using subtraction, it was found that 2.07 was the farthest value from ¯ (1)X . This value was then dropped from the data and the process was repeated again on 40.55 to ¯ (2) ¯ (3)yield X , s(2), and y(2) and X , s(3), and y(3). These values are summarized below. ¯ ( i ) ( i ) ( i )i X s y 0 169.923 75.133 395.67 1 162.640 63.872 2.07 2 167.993 57.460 40.55 3 172.387 53.099 275.36 To apply Rosner's test, it is first necessary to test if there are 4 outliers by computing (3) (3)**y -x¯ *275.36 -172.387* R4 = (3) = = 1.939 s 53.099 and comparing R4 to 84 in Table A-5 of Appendix A with n = 32. Since R4 = 1.939 Þ 84 = 2.89, there are not 4 outliers in the data set. Therefore, it will next be tested if there are 3 outliers by computing (2) (2)**y -x¯ *40.55 -167.993* R3 = (2) = = 2.218 s 57.460 and comparing R3 to 83 in Table A-5 with n = 32. Since R3 = 2.218 Þ 83 = 2.91, there are not 3 outliers in the data set. Therefore, it will next be tested if there are 2 outliers by computing (1) (1)**y -x¯ *2.07 -162.640* R2 = (1) = = 2.514 s 63.872 and comparing R2 to 82 in Table A-5 with n = 32. Since R2 = 2.514 Þ 83 = 2.92, there are not 2 outliers in the data set. Therefore, it will next be tested if there is 1 outlier by computing (0) (0)**y -x¯ *395.67 -169.923* R1 = (0) = = 3.005 s 75.133 and comparing R1 to 81 in Table A-5 with n = 32. Since R1 = 3.005 > 81= 2.94, there is evidence at a 5% significance level that there is 1outlier in the data set. Therefore, observation 355.67 is a statistical outlier and should be further investigated. EPA QA/G-9 Final QA00 Version 4 - 31 July 2000 standard deviation computed without the r = r0 extreme values. If this test statistic is greater than the critical value given in Table A-5 of Appendix A, there are r0 outliers. Otherwise, the test is performed again without the r = r0 - 1 extreme values. This process is repeated until either Rosner's test statistic is greater than the critical value or r = 0. 4.4.6 Walsh's Test A nonparametric test was developed by Walsh to detect multiple outliers in a data set. This test requires a large sample size: n > 220 for a significance level of " = 0.05, and n > 60 for a significance level of " = 0.10. However, since the test is a nonparametric test, it may be used whenever the data are not normally distributed. Directions for the test by Walsh for large sample sizes are given in Box 4-21. Box 4-21: Directions for Walsh's Test for Large Sample Sizes Let X( 1 ), X( 2 ), . . . , X( n ) represent the data ordered from smallest to largest. If n # 60, do not apply this test. If 60 < n # 220, then " = 0.10. If n > 220, then " = 0.05. STEP 1: Identify the number of possible outliers, r. Note that r can equal 1. 1 + b (c -b 2)/(c -1)STEP 2: Compute c = [ 2n], k = r + c, b 2 = 1/", and a = . c -b 2 -1 where [ ] indicates rounding the value to the largest possible integer (i.e., 3.24 becomes 4). STEP 3: The r smallest points are outliers (with a "% level of significance) if -+ a x(k )< 0x(r ) (1 +a)x(r + 1) STEP 4: The r largest points are outliers (with a "% level of significance) if -(1 +a)x(n +x(n + 1 -r ) -r ) a x(n + 1 -k)> 0 STEP 5: If both of the inequalities are true, then both small and large outliers are indicated. 4.4.7 Multivariate Outliers Multivariate analysis, such as factor analysis and principal components analysis, involves the analysis of several variables simultaneously. Outliers in multivariate analysis are then values that are extreme in relationship to either one or more variables. As the number of variables increases, identifying potential outliers using graphical representations becomes more difficult. In addition, special procedures are required to test for multivariate outliers. Details of these procedures are beyond the scope of this guidance. However, procedures for testing for multivariate outliers are contained in statistical textbooks on multivariate analysis. EPA QA/G-9 Final QA00 Version 4 - 32 July 2000 4.5 TESTS FOR DISPERSIONS Many statistical tests make assumptions on the dispersion (as measured by variance) of data; this section considers some of the most commonly used statistical tests for variance assumptions. Section 4.5.1 contains the methodology for constructing a confidence interval for a single variance estimate from a sample. Section 4.5.2 deals with the equality of two variances, a key assumption for the validity of a two-sample t-test. Section 4.5.3 describes Bartlett’s test and Section 4.5.4 describes Levene’s test. These two tests verify the assumption that two or more variances are equal, a requirement for a standard two-sample t-test, for example. The analyst should be aware that many statistical tests only require the assumption of approximate equality and that many of these tests remain valid unless gross inequality in variances is determined. 4.5.1 Confidence Intervals for a Single Variance This section discusses confidence intervals for a single variance or standard deviation for analysts interested in the precision of variance estimates. This information may be necessary for performing a sensitivity analysis of the statistical test or analysis method. The method described in Box 4-22 can be used to find a two-sided 100(1-")% confidence interval. The upper end point of a two-sided 100(1-")% confidence interval is a 100(1-"/2)% upper confidence limit, and the lower end point of a two-sided 100(1-")% confidence interval is a 100(1-"/2)% lower confidence limit. For example, the upper end point of a 90% confidence interval is a 95% upper confidence limit and the lower end point is a 95% lower confidence limit. Since the standard deviation is the square root of the variance, a confidence interval for the variance can be converted to a confidence interval for the standard deviation by taking the square roots of the endpoints of the interval. This confidence interval assumes that the data constitute a random sample from a normally distributed population and can be highly sensitive to outliers and to departures from normality. 4.5.2 The F-Test for the Equality of Two Variances An F-test may be used to test whether the true underlying variances of two populations are equal. Usually the F-test is employed as a preliminary test, before conducting the two-sample t-test for the equality of two means. The assumptions underlying the F-test are that the two samples are independent random samples from two underlying normal populations. The F-test for equality of variances is highly sensitive to departures from normality. Directions for implementing an F-test with an example are given in Box 4-23. 4.5.3 Bartlett's Test for the Equality of Two or More Variances Bartlett's test is a means of testing whether two or more population variances of normal distributions are equal. In the case of only two variances, Bartlett's test is equivalent to the F-test. Often in practice unequal variances and non-normality occur together and Bartlett's test is itself sensitive EPA QA/G-9 Final QA00 Version 4 - 33 July 2000 Box 4-22: Directions for Constructing Confidence Intervals and Confidence Limits for the Sample Variance and Standard Deviation with an Example Directions: Let X1, X2, . . . , Xn represent the n data points. STEP 1: Calculate the sample variance s2 (Section 2.2.3). STEP 2: For a 100(1-")% two-sided confidence interval, use Table A-8 of Appendix A to find the cutoffs L and U such that L = P2 "/2 and U = P2 ( 1 -"/2 ) with (n-1) degrees of freedom (dof). 2 2(n&1)s (n&1)sSTEP 3: A 100(1-")% confidence interval for the true underlying variance is: to . L U 2 2(n&1)s (n&1)sA 100(1-")% confidence interval for the true standard deviation is: to . L U Example: Ten samples were analyzed for lead: 46.4, 46.1, 45.8, 47, 46.1, 45.9, 45.8, 46.9, 45.2, 46 ppb. STEP 1: Using Section 2.2.3, s2 = 0.286. STEP 2: Using Table A-8 of Appendix A and 9 dof, L = P2 .05/2 = P2 .025 = 19.02 and U = P2 (1-.05/2) = P2 .975 = 2.70. (10&1) 0.286 (10&1) 0.286 STEP 3: A 95% confidence interval for the variance is: to or 0.135 to 0.954. 19.02 2.70 A 95% confidence interval for the standard deviation is: 0.135 =.368 to 0.954 = .977. Box 4-23: Directions for Calculating an F-Test to Compare Two Variances with an Example Directions: Let X1, X2, . . . , Xm represent the m data points from population 1 and Y1, Y2, . . . , Yn represent the n data points from population 2. To perform an F-test, proceed as follows. STEP 1: Calculate the sample variances sX 2 (for the X's) and sY 2 (for the Y's ) (Section 2.2.3). STEP 2: Calculate the variance ratios FX = sX 2/sY 2 and FY = sY 2/sX 2. Let F equal the larger of these two values. If F = Fx, then let k = m - 1 and q = n - 1. If F = Fy, then let k = n -1 and q = m - 1. STEP 3: Using Table A-9 of Appendix A of the F distribution, find the cutoff U = f1-"/2(k, q). If F > U, conclude that the variances of the two populations are not the same. Example: Manganese concentrations were collected from 2 wells. The data are Well X: 50, 73, 244, 202 ppm; and Well Y: 272, 171, 32, 250, 53 ppm. An F-test will be used to test if the variances are equal. STEP 1: For Well X, sX 2 = 9076. For Well Y, sY 2 = 12125. STEP 2: FX = sX 2/sY 2 = 9076 / 12125 = 0.749. FY = sY 2/sX 2 = 12125 / 9076 = 1.336. Since, FY > FX, F = FY = 1.336, k = 5 -1 = 4 and q = 4 - 1 = 3. STEP 3: Using Table A-9 of Appendix A of the F distribution with " = 0.05, L = f1-.05/2( 4, 3) = 15.1. Since 1.336 < 15.1, there is no evidence that the variability of the two wells is different. EPA QA/G-9 Final QA00 Version 4 - 34 July 2000 to departures from normality. With long-tailed distributions, the test too often rejects equality (homogeneity) of the variances. Bartlett's test requires the calculation of the variance for each sample, then calculation of a statistic associated with the logarithm of these variances. This statistic is compared to tables and if it exceeds the tabulated value, the conclusion is that the variances differ as a complete set. It does not mean that one is significantly different from the others, nor that one or more are larger (smaller) than the rest. It simply implies the variances are unequal as a group. Directions for Bartlett's test are given in Box 4-24 and an example is given in Box 4-25. 4.5.4 Levene's Test for the Equality of Two or More Variances Levene's test provides an alternative to Bartlett's test for homogeneity of variance (testing for differences among the dispersions of several groups). Levene's test is less sensitive to departures from normality than Bartlett's test and has greater power than Bartlett's for non-normal data. In addition, Levene's test has power nearly as great as Bartlett's test for normally distributed data. However, Levene's test is more difficult to apply than Bartlett's test since it involves applying an analysis of variance (ANOVA) to the absolute deviations from the group means. Directions and an example of Levene's test are contained in Box 4-26 and Box 4-27, respectively. Box 4-24: Directions for Bartlett's Test Consider k groups with a sample size of ni for each group. Let N represent the total number of samples, i.e., let N = n1 + n2 + . . . + nk. For example, consider two wells where 4 samples have been taken from well 1 and 3 samples have been taken from well 2. In this case, k = 2, n1 = 4, n2 = 3, and N = 4 + 3 = 7. STEP 1: For each of the k groups, calculate the sample variances, s2 i (Section 2.2.3). 2 1 k 2STEP 2: Compute the pooled variance across groups: s = j(ni -1)s ip (N&k) i'1 k STEP 3: Compute the test statistic: TS = (N -k) ln(s p 2) -j(n i -1) ln(si 2 ) i'1 where "ln" stands for natural logarithms. STEP 4: Using a chi-squared table (Table A-8 of Appendix A), find the critical value for P2 with (k-1) degrees of freedom at a predetermined significance level. For example, for a significance level of 5% and 5 degrees of freedom, P2 = 11.1. If the calculated value (TS) is greater than the tabulated value, conclude that the variances are not equal at that significance level. EPA QA/G-9 Final QA00 Version 4 - 35 July 2000 Box 4-25: An Example of Bartlett's Test Manganese concentrations were collected from 6 wells over a 4 month period. The data are shown in the following table. Before analyzing the data, it is important to determine if the variances of the six wells are equal. Bartlett's test will be used to make this determination. STEP 1: For each of the 6 wells, the sample means and variances were calculated. These are shown in the bottom rows of the table below. Sampling Date Well 1 Well 2 Well 3 Well 4 Well 5 Well 6 January 1 50 272 February 1 73 171 68 March 1 244 46 32 34 48 991 April 1 202 77 53 3940 54 54 ni (N=17) X¯ i 2si 4 142.25 9076.37 2 61.50 480.49 4 132 12455 2 1987 7628243 2 51.00 17.98 3 371.00 288348 2 1 k 2 1STEP 2: s p = j(ni -1)si = [(4&1)9076 %... %(3&1)576696] = 751837.27 (N - k) i'1 (17&6) STEP 3: TS = (17 -6) ln(751837.27 ) -(4 -1)ln(9076) +... + (3 -1)ln(288348) = 43.16 STEP 4: The critical P2 value with 6 - 1 = 5 degrees of freedom at the 5% significance level is 11.1 (from Table A-8 of Appendix A). Since 43.16 is larger than 11.1, it is concluded that the six variances (s1 2, . . . , s6 2) are not homogeneous at the 5% significance level. EPA QA/G-9 Final QA00 Version 4 - 36 July 2000 Box 4-26: Directions for Levene's Test n1 n2 nk Consider k groups with a sample size of n for the ith group. Let N represent the total number of samples, i.e.,i let N = n For example, consider two wells where 4 samples have been taken from well 1 and 3+ n + . . . + n .1 2 k samples have been taken from well 2. In this case, k = 2, n = 4, n = 3, and N = 4 + 3 = 7.1 2 STEP 1:For each of the k groups, calculate the group mean, ¯ (Section 2.2.2), i.e., calculate:X i 1 1 1 j ¯ ¯¯X1 = x1 j , X2 = x2 j , ..., Xk =jx .k j 1 1 1jjj''' j n1 n2 nk zij Xij Xi jj z¯1 = z1 j , z¯2 = z2 j , ..., z¯ k = j z .k j n n n1 2 k th thSTEP 2:Compute the absolute residuals where X represents the j value of the i=-ij For each of the k groups, calculate the means, ¯, of these residuals, i.e., calculate:group. z i n n n1 2 k1 1 1j1 1 1jjj''' ¯¯Also calculate the overall mean residual as z == STEP 3:Compute the following sums of squares for the absolute residuals: j k ni k1 1 zij ni z i . N i = 1 j = 1 N i = 1 j j 2k n i k z¯ 2 z¯ i z¯ SSTOTAL = z ij -, SSGROUPS = -, and SSERROR = SSTOTAL - SSGROUPS. i'1 j'1 N i'1 ni Nj /(k -1) j SSGROUPSSTEP 4: Compute f = /(N -k)SSERROR STEP 5: Using Table A-9 of Appendix A, find the critical value of the F-distribution with (k-1) numerator degrees of freedom, (N-k) denominator degrees of freedom, and a desired level of significance ("). For example, if " = 0.05, the numerator degrees of freedom is 5, and the denominator degrees of freedom is 18, then using Table A-9, F = 2.77. If f is greater than F, reject the assumptions of equal variances. EPA QA/G-9 Final QA00 Version 4 - 37 July 2000 Box 4-27: An Example of Levene's Test Four months of data on arsenic concentration were collected from six wells at a Superfund site. This data set is shown in the table below. Before analyzing this data, it is important to determine if the variances of the six wells are equal. Levene's test will be used to make this determination. STEP 1: The group mean for each well (X¯ i) is shown in the last row of the table below. Month Well 1 Arsenic Concentration (ppm) Well 2 Well 3 Well 4 Well 5 Well 6 1 2 3 4 22.90 3.09 35.70 4.18 2.00 2.0 7.84 24.90 0.34 1.25 109.4 9.30 1.30 4.78 7.80 4.5 25.90 0.75 2.85 52.00 2.5 2.00 27.00 1.20 Group Means X¯ 1=16.47 X¯ 2=15.76 X¯ 3=29.6 X¯ 4=11.26 X¯ 5=13.49 X¯ 6=2.29 STEP 2: To compute the absolute residuals zij in each well, the value 16.47 will be subtracted from Well 1 data, 15.76 from Well 2 data, 29.6 from Well 3 data, 11.26 from Well 4 data, 13.49 from Well 5 data, and 2.29 from Well 6 data. The resulting values are shown in the following table with the new well means (z¯ i) and the total mean z¯ . Residual Arsenic Concentration (ppm) Month Well 1 Well 2 Well 3 Well 4 Well 5 Well 6 1 6.43 13.76 27.6 3.42 11.41 1.95 2 13.38 14.51 79.8 1.96 12.19 2.49 3 19.23 7.96 25.1 14.64 12.74 0.56 4 12.29 36.24 27.1 9.26 13.51 1.09 Residual Means z¯ 1=12.83 z¯ 2=18.12 z¯ 3=39.9 z¯ 4=7.32 z¯ 5=12.46 z¯ 6=1.52 Total Residual Mean z¯ = (1/6)(12.83 + 18.12 + 39.9 + 7.32 + 12.46 + 1.52) = 15.36 STEP 3: The sum of squares are: SSTOTAL = 6300.89, SSWELLS = 3522.90, and SSERROR = 2777.99. STEP 4: f = /(k -1)SSWELLS /(N -k)SSERROR 3522.9/(6 -1)= 2777.99/(24 -6) = 4.56 STEP 5: Using Table A-9 of Appendix A, the F statistic for 5 and 18 degrees of freedom with " = 0.05 is 2.77. Since f=4.56 exceeds F.05=2.77, the assumption of equal variances should be rejected. EPA QA/G-9 Final QA00 Version 4 - 38 July 2000 4.6 TRANSFORMATIONS Most statistical tests and procedures contain assumptions about the data to which they will be applied. For example, some common assumptions are that the data are normally distributed; variance components of a statistical model are additive; two independent data sets have equal variance; and a data set has no trends over time or space. If the data do not satisfy such assumptions, then the results of a statistical procedure or test may be biased or incorrect. Fortunately, data that do not satisfy statistical assumptions may often be converted or transformed mathematically into a form that allows standard statistical tests to perform adequately. 4.6.1 Types of Data Transformations Any mathematical function that is applied to every point in a data set is called a transformation. Some commonly used transformations include: Logarithmic (Log X or Ln X): This transformation may be used when the original measurement data follow a lognormal distribution or when the variance at each level of the data is proportional to the square of the mean of the data points at that level. For example, if the variance of data collected around 50 ppm is approximately 250, but the variance of data collected around 100 ppm is approximately 1000, then a logarithmic transformation may be useful. This situation is often characterized by having a constant coefficient of variation (ratio of standard deviation to mean) over all possible data values. The logarithmic base (for example, either natural or base 10) needs to be consistent throughout the analysis. If some of the original values are zero, it is customary to add a small quantity to make the data value non-zero as the logarithm of zero does not exist. The size of the small quantity depends on the magnitude of the non-zero data and the consequences of potentially erroneous inference from the resulting transformed data. As a working point, a value of one tenth the smallest non-zero value could be selected. It does not matter whether a natural (ln) or base 10 (log) transformation is used because the two transformations are related by the expression ln(X) = 2.303 log(X). Directions for applying a logarithmic transformation with an example are given in Box 4-28. Square Root (%X& ): This transformation may be used when dealing with small whole numbers, such as bacteriological counts, or the occurrence of rare events, such as violations of a standard over the course of a year. The underlying assumption is that the original data follow a Poisson-like distribution in which case the mean and variance of the data are equal. It should be noted that the square root transformation overcorrects when very small values and zeros appear in the original data. In these cases, X + 1 is often used as a transformation. EPA QA/G-9 Final QA00 Version 4 - 39 July 2000 Box 4-28: Let X1, X2, . . . , Xn represent the n data points. function to each data point. statistical assumption, it will need to be verified that the transformed data satisfy this assumption. Example: A logarithmic transformation is particularly useful for pollution data. thus the log-transformed data will tend to be symmetric. points. If any analysis performed with this data assumes normality, then the data may be logarithmically transformed to achieve normality. transformed data (below) shows that the transformed data appear to be normally distributed. Observed Transformed Observed Transformed X 6 ln(X) X 6 ln(X) 0.22 6 -1.51 0.47 6 -0.76 3.48 6 1.25 0.67 6 -0.40 6.67 6 1.90 0.75 6 -0.29 2.53 6 0.93 0.60 6 -0.51 1.11 6 0.10 0.99 6 -0.01 0.33 6 -1.11 0.90 6 -0.11 1.64 6 0.50 0.26 6 -1.35 1.37 0.31 -1 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 Observed Values Nu m b e r o f O b s e r v a t i o n s -4 -3 -2 -1 0 1 2 3 4 0 1 2 3 4 5 6 7 Transformed Values Nu m b e r o f O b s e r v a t i o n s Directions for Transforming Data and an Example To apply a transformation, simply apply the transforming When a transformation is implemented to make the data satisfy some Transforming Lognormal Data Pollution data are often skewed, Consider the data set shown below with 15 data The frequency plot of this data (below) shows that the data are possibly lognormally distributed. A frequency plot of theThe transformed data are shown in column 2. EPA QA/G-9 Final QA00 Version 4 - 40 July 2000 Inverse Sine ( Arcsine X): This transformation may be used for binomial proportions based on count data to achieve stability in variance. The resulting transformed data are expressed in radians (angular degrees). Special tables must be used to transform the proportions into degrees. Box-Cox Transformations: This transformation is a complex power transformation that takes the original data and raises each data observation to the power lambda (8). A logarithmic transformation is a special case of the Box-Cox transformation. The rationale is to find 8 such that the transformed data have the best possible additive model for the variance structure, the errors are normally distributed, and the variance is as constant as possible over all possible concentration values. The Maximum Likelihood technique is used to find 8 such that the residual error from fitting the theorized model is minimized. In practice, the exact value of 8 is often rounded to a convenient value for ease in interpretation (for example, 8 = -1.1 would be rounded to -1 as it would then have the interpretation of a reciprocal transform). One of the drawbacks of the Box-Cox transformation is the difficulty in physically interpreting the transformed data. 4.6.2 Reasons for Transforming Data By transforming the data, assumptions that are not satisfied in the original data can be satisfied by the transformed data. For instance, a right-skewed distribution can be transformed to be approximately Gaussian (normal) by using a logarithmic or square-root transformation. Then the normal-theory procedures can be applied to the transformed data. If data are lognormally distributed, then apply procedures to logarithms of the data. However, selecting the correct transformation may be difficult. If standard transformations do not apply, it is suggested that the data user consult a statistician. Another important use of transformations is in the interpretation of data collected under conditions leading to an Analysis of Variance (ANOVA). Some of the key assumptions needed for analysis (for example, additivity of variance components) may only be satisfied if the data are transformed suitably. The selection of a suitable transformation depends on the structure of the data collection design; however, the interpretation of the transformed data remains an issue. While transformations are useful for dealing with data that do not satisfy statistical assumptions, they can also be used for various other purposes. For example, transformations are useful for consolidating data that may be spread out or that have several extreme values. In addition, transformations can be used to derive a linear relationship between two variables, so that linear regression analysis can be applied. They can also be used to efficiently estimate quantities such as the mean and variance of a lognormal distribution. Transformations may also make the analysis of data easier by changing the scale into one that is more familiar or easier to work with. Once the data have been transformed, all statistical analysis must be performed on the transformed data. No attempt should be made to transform the data back to the original form because this can lead to biased estimates. For example, estimating quantities such as means, EPA QA/G-9 Final QA00 Version 4 - 41 July 2000 variances, confidence limits, and regression coefficients in the transformed scale typically leads to biased estimates when transformed back into original scale. However, it may be difficult to understand or apply results of statistical analysis expressed in the transformed scale. Therefore, if the transformed data do not give noticeable benefits to the analysis, it is better to use the original data. There is no point in working with transformed data unless it adds value to the analysis. 4.7 VALUES BELOW DETECTION LIMITS Data generated from chemical analysis may fall below the detection limit (DL) of the analytical procedure. These measurement data are generally described as not detected, or nondetects, (rather than as zero or not present) and the appropriate limit of detection is usually reported. In cases where measurement data are described as not detected, the concentration of the chemical is unknown although it lies somewhere between zero and the detection limit. Data that includes both detected and non-detected results are called censored data in the statistical literature. There are a variety of ways to evaluate data that include values below the detection limit. However, there are no general procedures that are applicable in all cases. Some general guidelines are presented in Table 4-4. Although these guidelines are usually adequate, they should be implemented cautiously. Table 4-4. Guidelines for Analyzing Data with Nondetects Percentage of Nondetects Section Statistical Analysis Method < 15% 4.7.1 Replace nondetects with DL/2, DL, or a very small number. 15% - 50% 4.7.2 Trimmed mean, Cohen's adjustment, Winsorized mean and standard deviation. > 50% - 90% 4.7.3 Use tests for proportions (Section 3.2.2) All of the suggested procedures for analyzing data with nondetects depend on the amount of data below the detection limit. For relatively small amounts below detection limit values, replacing the nondetects with a small number and proceeding with the usual analysis may be satisfactory. For moderate amounts of data below the detection limit, a more detailed adjustment is appropriate. In situations where relatively large amounts of data below the detection limit exist, EPA QA/G-9 Final QA00 Version 4 - 42 July 2000 one may need only to consider whether the chemical was detected as above some level or not. The interpretation of small, moderate, and large amounts of data below the DL is subjective. Table 4-4 provides percentages to assist the user in evaluating their particular situation. However, it should be recognized that these percentages are not hard and fast rules, but should be based on judgement. In addition to the percentage of samples below the detection limit, sample size influences which procedures should be used to evaluate the data. For example, the case where 1 sample out of 4 is not detected should be treated differently from the case where 25 samples out of 100 are not detected. Therefore, this guidance suggests that the data analyst consult a statistician for the most appropriate way to evaluate data containing values below the detection level. 4.7.1 Less than 15% Nondetects - Substitution Methods If a small proportion of the observations are not detected, these may be replaced with a small number, usually the detection limit divided by 2 (DL/2), and the usual analysis performed. As a guideline, if 15% or fewer of the values are not detected, replace them with the method detection limit divided by two and proceed with the appropriate analysis using these modified values. If simple substitution of values below the detection limit is proposed when more than 15% of the values are reported as not detected, consider using nonparametric methods or a test of proportions to analyze the data. If a more accurate method is to be considered, see Cohen's Method (Section 4.7.2.1). 4.7.2 Between 15-50% Nondetects 4.7.2.1 Cohen's Method Cohen's method provides adjusted estimates of the sample mean and standard deviation that accounts for data below the detection level. The adjusted estimates are based on the statistical technique of maximum likelihood estimation of the mean and variance so that the fact that the nondetects are below the limit of detection but may not be zero is accounted for. The adjusted mean and standard deviation can then be used in the parametric tests described in Chapter 3 (e.g., the one sample t-test of Section 3.2.1). However, if more than 50% of the observations are not detected, Cohen's method should not be used. In addition, this method requires that the data without the nondetects be normally distributed and the detection limit is always the same. Directions for Cohen's method are contained in Box 4-29; an example is given in Box 4-30. EPA QA/G-9 Final QA00 Version 4 - 43 July 2000 Box 4-29: Directions for Cohen's Method Let X1, X2, . . . , Xn represent the n data points with the first m values representing the data points above the detection limit (DL). Thus, there are (n-m) data points are below the DL. STEP 1: Compute the sample mean X¯ d from the data above the detection limit: m1¯Xd = jXi m i'1 STEP 2: Compute the sample variance s2 d from the data above the detection limit: 2m m1X 2 -j i jXi 2 i'1 m i'1s = d m -1 2 s(n -m) dSTEP 3: Compute h = and ( = n DL)2 -¯ (Xd STEP 4: Use h and ( in Table A-10 of Appendix A to determine ˆ8 . For example, if h = 0.4 and ( = 0.30, then ˆ8 = 0.6713. If the exact value of h and ( do not appear in the table, use double linear interpolation (Box 4-31) to estimate ˆ8 . STEP 5: Estimate the corrected sample mean, X¯ , and sample variance, s2, to account for the data below the 2 2 -DL)2 . ˆ +¯ (8-DL) s = s ˆ-¯ (8 ¯¯detection limit, as follows: X = Xd Xd and d Xd Box 4-30: An Example of Cohen's Method Sulfate concentrations were measured for 24 data points. The detection limit was 1,450 mg/L and 3 of the 24 values were below the detection level. The 24 values are 1850, 1760, < 1450 (ND), 1710, 1575, 1475, 1780, 1790, 1780, < 1450 (ND), 1790, 1800, < 1450 (ND), 1800, 1840, 1820, 1860, 1780, 1760, 1800, 1900, 1770, 1790, 1780 mg/L. Cohen's Method will be used to adjust the sample mean for use in a t-test to determine if the mean is greater than 1600 mg/L. ¯STEP 1: The sample mean of the m = 21 values above the detection level is X = 1771.9 d STEP 2: The sample variance of the 21 quantified values is s2 d = 8593.69. STEP 3: h = (24 - 21)/24 = 0.125 and ( = 8593.69/(1771.9 - 1450)2 = 0.083 STEP 4: Table A-10 of Appendix A was used for h = 0.125 and ( = 0.083 to find the value of 8ˆ. Since the table does not contain these entries exactly, double linear interpolation was used to estimate ˆ8 = 0.149839 (see Box 4-31). STEP 5: The adjusted sample mean and variance are then estimated as follows: ¯X = 1771.9 -0.149839(1771.9 -1450) = 1723.67 and 2s = 8593.69 + 0.149839(1771.9 -1450)2 = 24119.95 EPA QA/G-9 Final QA00 Version 4 - 44 July 2000 Box 4-31: Double Linear Interpolation The details of the double linear interpolation are provided to assist in the use of Table A-10 of Appendix ˆA. The desired value for 8 corresponds to ( = 0.083 and, h = 0.125 from Box 4-30, Step 3. The values from Table A-10 for interpolatation are: ( h = 0.10 h = 0.15 0.05 0.11431 0.17925 0.10 0.11804 0.18479 There are 0.05 units between 0.10 and 0.15 on the h-scale and 0.025 units between 0.10 and 0.125. Therefore, the value of interest lies (0.025/0.05)100% = 50% of the distance along the interval between 0.10 and 0.15. To linearly interpolate between tabulated values on the h axis for ( = 0.05, the range between the values must be calculated, 0.17925 - 0.11431 = 0.06494; the value that is 50% of the distance along the range must be computed, 0.06494 x 0.50 = 0.03247; and then that value must be added to the lower point on the tabulated values, 0.11431 + 0.03247 = 0.14678. Similarly for ( = 0.10, 0.18479 - 0.11804 = 0.06675, 0.06675 x 0.50 = 0.033375, and 0.11804 + 0.033375 = 0.151415. On the (-axis there are 0.033 units between 0.05 and 0.083 and there are 0.05 units between 0.05 and 0.10. The value of interest (0.083) lies (0.033/0.05 x 100) = 66% of the distance along the interval between 0.05 and 0.10, so 0.151415 - 0.14678 = 0.004635, 0.004635 * 0.66 = 0.003059. Therefore, ˆ8 = 0.14678 + 0.003059 = 0.149839. 4.7.2.2 Trimmed Mean Trimming discards the data in the tails of a data set in order to develop an unbiased estimate of the population mean. For environmental data, nondetects usually occur in the left tail of the data so trimming the data can be used to adjust the data set to account for nondetects when estimating a mean. Developing a 100p% trimmed mean involves trimming p% of the data in both the lower and the upper tail. Note that p must be between 0 and .5 since p represents the portion deleted in both the upper and the lower tail. After np of the largest values and np of the smallest values are trimmed, there are n(1-2p) data values remaining. Therefore, the proportion trimmed is dependent on the total sample size (n) since a reasonable amount of samples must remain for analysis. For approximately symmetric distributions, a 25% trimmed mean (the midmean) is a good estimator of the population mean. However, environmental data are often skewed (non- symmetric) and in these cases a 15% trimmed mean performance may be a good estimator of the population mean. It is also possible to trim the data only to replace the nondetects. For example, if 3% of the data are below the detection limit, a 3% trimmed mean could be used to estimate the population mean. Directions for developing a trimmed mean are contained in Box 4-32 and an example is given in Box 4-33. A trimmed variance is rarely calculated and is of limited use. 4.7.2.3 Winsorized Mean and Standard Deviation Winsorizing replaces data in the tails of a data set with the next most extreme data value. For environmental data, nondetects usually occur in the left tail of the data. Therefore, winsorizing can be used to adjust the data set to account for nondetects. The mean and standard deviation can then be computed on the new data set. Directions for winsorizing data (and revising the sample size) are contained in Box 4-34 and an example is given in Box 4-35 EPA QA/G-9 Final QA00 Version 4 - 45 July 2000 4.7.2.4 Atchison’s Method Previous adjustments to the mean and variance assumed that the data values really were present but could not be recorded or "seen" as they were below the detection limit. In other words, if the detection limit had been substantially lower, the data values would have been recorded. There are however, cases where the data values are below the detection limit because they are actually zero, the contaminant or chemical of concern being entirely absent. Such data sets are actually a mixture – partly the assumed distribution (for example, a normal distribution) and partly a number of zero values. Aitchison’s Method is used in this situation to adjust the mean and variance for the zero values. Box 4-32: Directions for Developing a Trimmed Mean Let X1, X2, . . . , Xn represent the n data points. To develop a 100p% trimmed mean (0 < p < 0.5): STEP 1: Let t represent the integer part of the product np. For example, if p = .25 and n = 17, np = (.25)(17) = 4.25, so t = 4. STEP 2: Delete the t smallest values of the data set and the t largest values of the data set. n&2t STEP 3: Compute the arithmetic mean of the remaining n - 2t values: X¯= 1 jXi n -2t i'1 This value is the estimate of the population mean. Box 4-33: An Example of the Trimmed Mean Sulfate concentrations were measured for 24 data points. The detection limit was 1,450 mg/L and 3 of the 24 values were below this limit. The 24 values listed in order from smallest to largest are: < 1450 (ND), < 1450 (ND), < 1450 (ND), 1475, 1575, 1710, 1760, 1760, 1770, 1780, 1780, 1780, 1780, 1790, 1790, 1790, 1800, 1800, 1800, 1820, 1840, 1850, 1860, 1900 mg/L. A 15% trimmed mean will be used to develop an estimate of the population mean that accounts for the 3 nondetects. STEP 1: Since np = (24)(.15) = 3.6, t = 3. STEP 2: The 3 smallest values of the data set and the 3 largest values of the data set were deleted. The new data set is: 1475, 1575, 1710, 1760, 1760, 1770, 1780, 1780, 1780, 1780, 1790, 1790, 1790, 1800, 1800, 1800, 1820, 1840 mg/L. STEP 3: Compute the arithmetic mean of the remaining n-2t values: X¯ = 1 (1475 +... +1840) = 1755.56 24 -(2)(3) Therefore, the 15% trimmed mean is 1755.56 mg/L. EPA QA/G-9 Final QA00 Version 4 - 46 July 2000 Box 4-34: Directions for Developing a Winsorized Mean and Standard Deviation Let X1, X2, . . . , Xn represent the n data points and m represent the number of data points above the detection limit (DL), and hence n-m below the DL. STEP 1: List the data in order from smallest to largest, including nondetects. Label these points X( 1 ), X( 2 ),. . ., X( n ) (so that X( 1 ) is the smallest, X( 2 ) is the second smallest, and X( n ) is the largest). STEP 2: Replace the n-m nondetects with X( m + 1 ) and replace the n-m largest values with X( n - m ). STEP 3: Using the revised data set, compute the sample mean, X¯ , and the sample standard deviation, s: n 2( jX 2) Xin1 i'1¯X = jXi and s = n i'1 n&1 STEP 4: The Winsorized mean ¯X w is equal to ¯X. The Winsorized standard deviation is s (n -1)s = . w (2m -n -1) ¯ n- Box 4-35: An Example of a Winsorized Mean and Standard Deviation Sulfate concentrations were measured for 24 data points. The detection limit was 1,450 mg/L and 3 of the 24 values were below the detection level. The 24 values listed in order from smallest to largest are: < 1450 (ND), < 1450 (ND), < 1450 (ND), 1475, 1575, 1710, 1760, 1760, 1770, 1780, 1780, 1780, 1780, 1790, 1790, 1790, 1800, 1800, 1800, 1820, 1840, 1850, 1860, 1900 mg/L. STEP 1: The data above are already listed from smallest to largest. There are n=24 samples, 21 above DL, and n-m=3 nondetects. STEP 2: The 3 nondetects were replaced with X( 4 ) and the 3 largest values were replaced with X( 21 ). The resulting data set is: 1475, 1475, 1475, 1475, 1575, 1710, 1760, 1760, 1770, 1780, 1780, 1780, 1780, 1790, 1790, 1790, 1800, 1800, 1800, 1820, 1840, 1840, 1840, 1840 mg/L STEP 3: For the new data set, ¯X = 1731 mg/L and s = 128.52 mg/L. STEP 4: The Winsorized mean X¯ w = 1731 mg/L. The Winsorized sample standard deviation is: 128.52(24 -1)s = = 173.88 w 2(21) -24 -1 Aitchison’s method for adjusting the mean and variance of the above the detection level values works quite well provided the percentage of non-detects is between 15-50% of the total number of values. Care must be taken when using Aitchison’s adjustment to the mean and standard deviation as the mean is reduced and variance increased. With such an effect it may become very difficult to use the adjusted data for tests of hypotheses or for predicative purposes. As a diagnostic tool, the relevance of Aitchison’ adjustment can lead to an evaluation of the data to determine if two populations are being sampled simultaneously: one population being represented by a normal distribution, the other being simply blanks. In some circumstances, for EPA QA/G-9 Final QA00 Version 4 - 47 July 2000 example investigating a hazardous site, it may be possible to relate the position of the sample through a Posting Plot (Section 2.3.9) and determine if the target population has not been adequately stratified. Directions for Aitchison’s method are contained in Box 4-36; an example (with a comparison to Cohen’s method) is contained in Box 4-37. Box 4-36: 11 Directions for Aitchison’s Method to Adjust Means and Variances Let X1, X2, . .,Xm, . . . , Xn represent the data points where the first m values are above the detection limit (DL) and the remaining (n-m) data points are below the DL STEP 1: Using the data above the detection level, compute the sample mean, m m 2 2X -1 (� X )m i i1 �� m2 i=1 i =1Xd = X i and the sample variance, sd = m m -1i=1 mSTEP 2: Estimate the corrected sample mean, X = X d n 2 m -1 2 m(n -m) 2 s = s d + X d n -1 n(n -1)and the sample variance Box 4-37: An Example of Aitchison’s Method The following data consist of 10 Methylene Chloride samples: 1.9,1.3, <1, 2.0, 1.9, <1, <1, <1, 1.6, and 1.7. There are 7 values above the detection limit and 3 below, so m = 7 and n - m=3. Aitchison’s method will be used to estimate the mean and sample variance of this data. 71 � 1 d i ( . . . . . . . 1 714 STEP 1: X = X = 19 +13 + 2 0 +19 +1 6 +1 6 +1 7 ) = .7 7i=1 7 7 2 2� X -1 (� X )i 7 i 2 i=1 i =1and sd = = 0 05809. 7 -1 7 STEP 2: The corrected sample mean is then X ( . ) = 12 3 = 1 714 . 7 -1 7 3 ( )and the sample variance s 2 (0 05809 ) + ) 0 7242 = . (1 714 . = .10 -1 3 3 ( -1) EPA QA/G-9 Final QA00 Version 4 - 48 July 2000 4.7.2.5 Selecting Between Atchison’s Method or Cohen’s Method To determine if a data set is better adjusted by Cohen’s method or Aitchison’s method, a simple graphical procedure using Normal Probability Paper (Section 2.3) can be used. Examples for this procedures are given in Box 4-38 and an example is contained in Box 4-39. Box 4-38: Directions for Selecting Between Cohen’s Method or Aitchison’s Method Let X1, X2, . .,Xm, . . . , Xn represent the data points with the first m values are above the detection limit (DL) and the remaining (n-m) data points are below the DL. STEP 1: Use Box 2-19 to construct a Normal Probability Plot of all the data but only plot the values belonging to those above the detection level. This is called the Censored Plot. STEP 2: Use Box 2-19 to construct a Normal Probability Plot of only those values above the detection level. This called the Detects only Plot. STEP 3: If the Censored Plot is more linear than the Detects Only Plot, use Cohen’s Method to estimate the sample mean and variance. If the Detects Only Plot is more linear than the Censored Plot, then use Aitchison’s Method to estimate the sample mean and variance. Box 4-39: Cohen’s Method and Aitchison’s Method In this example, 10 readings of Chlorobenzene were obtained from a monitoring well and submitted for consideration for a permit: < 1, 1.9, 1.4, 1.5, < 1, 1.2, <1, 1.3, 1.9, 2.1 ppm. independent readings. Step 1: Using the directions in Box 2-19 the following is the Censored Plot: STEP 2: Using the directions in Box 2-19 the following is the Detects only Plot: STEP 3: Since the Censored Plots is more linear than the Detects Only Plot, Cohen’s Method should be used to estimate the sample mean and variance. Example of Determining Between The data can be thought to be EPA QA/G-9 Final QA00 Version 4 - 49 July 2000 4.7.3 Greater than 50% Nondetects - Test of Proportions If more than 50% of the data are below the detection limit but at least 10% of the observations are quantified, tests of proportions may be used to test hypotheses using the data. Thus, if the parameter of interest is a mean, consider switching the parameter of interest to some percentile greater than the percent of data below the detection limit. For example, if 67% of the data are below the DL, consider switching the parameter of interest to the 75th percentile. Then the method described in 3.2.2 can be applied to test the hypothesis concerning the 75th percentile. It is important to note that the tests of proportions may not be applicable for composite samples. In this case, the data analyst should consult a statistician before proceeding with analysis. If very few quantified values are found, a method based on the Poisson distribution may be used as an alternative approach. However, with a large proportion of nondetects in the data, the data analyst should consult with a statistician before proceeding with analysis. 4.7.4 Recommendations If the number of sample observations is small (n<20), maximum likelihood methods can produce biased results since it is difficult to assure that the underlying distribution appropriate and the solutions to the likelihood equation for the parameters of interest are statistically consistent only if the number of samples is large. Additionally, most methods will yield estimated parameters with large estimation variance, which reduces the power to detect import differences from standards or between populations. While these methods can be applied to small data sets, the user should be cautioned that they will only be effective in detecting large departures from the null hypothesis. If the degree of censoring (the percentage of data below the detection limit) is relatively low, reasonably good estimates of means, variances and upper percentiles can be obtained. However, if the rate of censoring is very high (greater than 50%) then little can be done statistically except to focus on some upper quantile of the contaminant distribution, or on some proportion of measurements above a certain critical level that is at or above the censoring limit. When the numerical standard is at or below one of the censoring levels and a one-sample test is used, the most useful statistical method is to test whether the proportion of a population is above (below) the standard is too large, or to test whether and upper quantile of the population distribution is above the numerical standard. Table 4-5 gives some recommendation on which statistical parameter to use when censoring is present in data sets for different sizes of the coefficient of variation (Section 2.2.3). When comparing two data sets with different censoring levels (i.e., different detection limits), it is recommended that all data be censored at the highest censoring value present and a non parametric test such as the Wilcoxon Rank Sum Test (Section 3.3.3.1) used to compare the two data sets. There is a corresponding loss of statistical power but this can be minimized through the use of large samples. EPA QA/G-9 Final QA00 Version 4 - 50 July 2000 Table 4-5. Guidelines for Recommended Parameters for Different Coefficient of Variations and Censoring Assumed Coefficient of Variation (CV) Proportion of Data Below the Detection Limit Low (<30%) High (>30%) Large: CV > 1.5 Mean or Upper Percentile Upper Percentile Medium: 0.5 < CV < 1.5 Mean or Upper Percentile Upper Percentile Small: CV < 0.5 Mean or Median Median 4.8 INDEPENDENCE The assumption of independence of data is key to the validity of the false rejection and false acceptance error rates associated with the selected statistical test. When data are truly independent between themselves, the correlation between data points is by definition zero and the selected statistical tests work with the desired chosen decision error rates (given appropriate the assumptions have been satisfied). When correlation (usually positive) exists, the effectiveness of statistical tests is diminished. Environmental data are particularly susceptible to correlation problems due to the fact that such environmental data are collected under a spatial pattern (for example a grid) or sequentially over time (for example, daily readings from a monitoring station). The reason non-independence is an issue for statistical testing situations is that if observations are positively correlated over time or space, then the effective sample size for a test tends to be smaller than the actual sample size – i.e., each additional observation does not provide as much "new" information because its value is partially determined by (or a function of) the value of adjacent observations. This smaller effective sample size means that the degrees of freedom for the test statistic is less, or equivalently, the test is not as powerful as originally thought. In addition to affecting the false acceptance error rate, applying the usual tests to correlated data tends to result in a test whose actual significance level (false rejection error rate) is larger than the nominal error rate. When observations are correlated, estimates of the variance that are used in test statistic formulas are often understated. For example, consider the mean of a series of n temporally- ordered observations. If these observations are independent, then the variance of the mean is F2/n, where F2 is the variance of individual observations (see Section 2.2.3). However, if the observations are not independent and the correlation between successive observations is D (for example, the correlation between the first and second observation is D, between first and third observations is D2, between first and fourth observations is D3, etc.), then the variance of the mean increases to EPA QA/G-9 Final QA00 Version 4 - 51 July 2000 2 n-1 VAR ( X ) = s 2 (1 + q ), where q =�(n -t )r k n k =1 which will tend to be larger than F2/n if the correlations (on average) are positive. If one conducts a t-test at the significance level, using the usual formula for the estimated variance (Box 2-3), then the actual significance level can be approximately double what was expected even for relatively low values of D. One of the most effective ways to determine statistical independence is through use of the Rank von Neumann Test. Directions for this test are given in Box 4-40 and an example in contained in Box 4-41. Compared to other tests of statistical independence, the rank von Neumann test has been shown to be more powerful over a wide variety of cases. It is also a reasonable test when the data really follow a Normal distribution. In that case, the efficiency of the test is always close to 90 percent when compared to the von Neumann ratio computed on the original data instead of the ranks. This means that very little effectiveness is lost by always using the ranks in place of the original concentrations; the rank von Neumann ration should still correctly detect non-independent data. Box 4-40: Directions for the Rank von Neumann Test Let X1, X2, . . . , Xn represent the data values collected in sequence over equally spaced periods of time. Step 1. Order the data measurements from smallest to largest and assign a unique rank (ri) to each measurement (See Box 3-20 Then list the observations and their corresponding ranks in the order that sampling occurred(i.e., by sampling event or time order.) Step 2. Using the list of ranks, ri, for the sampling periods i=1, 2, ..., n, compute the rank von Neumann ratio: n 2� (ri -ri -1 ) i=2v = n(n 2 -1) 12 Step 3: Use Table A-15 of Appendix A to determine the lower critical point of the rank von Neumann ration using the sample size, n, and the desired significance level, ". If the computed ratio, v, is smaller than this critical point, conclude that the data series is strongly auto correlated. If not, the data may be mildly correlated, but there is no statistically significant evidence to reject the hypothesis of independence. Therefore, the data should be regarded as independent in subsequent statistical testing. Note: if the rank von Neumann ratio test indicates significant evidence of dependence in the data, a statistician should be consulted before further analysis is performed. EPA QA/G-9 Final QA00 Version 4 - 52 July 2000 Box 4-41: An Example of the Rank von Neumann Test The following are hourly readings from a discharge monitor: hourly readings from a discharge monitor. Time: 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 24:00 Reading 6.5 6.6 6.7 6.4 6.3 6.4 6.2 6.2 6.3 6.6 6.8 6.9 7.0 Rank 7 8.5 10 5.5 3.5 5.5 1.5 1.5 3.5 8.5 11 12 13 Step 1: The ranks are displayed in the table above and the time periods were labeled 1 through 13. n 2� (r -r ) Step 2: i = 2 i i -1 (8 5 . -7)2 + (10 -8 5 . )2 + ... + (13 -12)2 v = = = 0 473 .2 n(n -1 12 ( -1 12) 13 132 ) / Step 3: Using Table A-15 of Appendix A with " = 0.05 , the lower critical point is 1.17. Since v = 0.473 < 1.17, the hypothesis that the data are independent must be rejected. EPA QA/G-9 Final QA00 Version 4 - 53 July 2000 This page is intentionally blank. EPA QA/G-9 Final QA00 Version 4 - 54 July 2000 CHAPTER 5 STEP 5: DRAW CONCLUSIONS FROM THE DATA THE DATA QUALITY ASSESSMENT PROCESS Review DQOs and Sampling Design Conduct Preliminary Data Review Select the Statistical Test Verify the Assumptions Draw Conclusions From the Data DRAW CONCLUSIONS FROM THE DATA Purpose Conduct the hypothesis test and interpret the results in the context of the data user's objectives. Activities Perform the Statistical Hypothesis Test Draw Study Conclusions. Evaluate Performance of the Sampling Design Tools Issues in hypothesis testing related to understanding and communicating the test results Step 5: Draw Conclusions from the Data • Perform the calculations for the statistical hypothesis test. • Perform the calculations and document them clearly. • If anomalies or outliers are present in the data set, perform the calculations with and without the questionable data. • Evaluate the statistical test results and draw conclusions. • If the null hypothesis is rejected, then draw the conclusions and document the analysis. • If the null hypothesis is not rejected, verify whether the tolerable limits on false acceptance decision errors have been satisfied. If so, draw conclusions and document the analysis; if not, determine corrective actions, if any. • Interpret the results of the test. • Evaluate the performance of the sampling design if the design is to be used again. • Evaluate the statistical power of the design over the full range of parameter values; consult a statistician as necessary. EPA QA/G-9 Final QA00 Version 5 - 1 July 2000 List of Boxes Page Box 5-1: Checking Adequacy of Sample Size for a One- Sample t-Test for Simple Random Sampling ......................... 5 - 5 Box 5-2: Example of Power Calculations for the One-Sample Test of a Single Proportion .. 5 - 6 Box 5-3: Example of a Comparison of Two Variances which is Statistically but not Practically Significant .................... 5 - 9 Box 5-4: Example of a Comparison of Two Biases .............................. 5 - 10 List of Figures Page Figure 5-1. Illustration of Unbiased versus Biased Power Curves ................... 5 - 11 EPA QA/G-9 Final QA00 Version 5 - 2 July 2000 CHAPTER 5 STEP 5: DRAW CONCLUSIONS FROM THE DATA 5.1 OVERVIEW AND ACTIVITIES In this final step of the DQA, the analyst performs the statistical hypothesis test and draws conclusions that address the data user's objectives. This step represents the culmination of the planning, implementation, and assessment phases of the data operations. The data user's planning objectives will have been reviewed (or developed retrospectively) and the sampling design examined in Step 1. Reports on the implementation of the sampling scheme will have been reviewed and a preliminary picture of the sampling results developed in Step 2. In light of the information gained in Step 2, the statistical test will have been selected in Step 3. To ensure that the chosen statistical methods are valid, the key underlying assumptions of the statistical test will have been verified in Step 4. Consequently, all of the activities conducted up to this point should ensure that the calculations performed on the data set and the conclusions drawn here in Step 5 address the data user's needs in a scientifically defensible manner. This chapter describes the main activities that should be conducted during this step. The actual procedures for implementing some commonly used statistical tests are described in Step 3, Select the Statistical Test. 5.1.1 Perform the Statistical Hypothesis Test The goal of this activity is to conduct the statistical hypothesis test. Step-by-step directions for several commonly used statistical tests are described in Chapter 3. The calculations for the test should be clearly documented and easily verifiable. In addition, the documentation of the results of the test should be understandable so that the results can be communicated effectively to those who may hold a stake in the resulting decision. If computer software is used to perform the calculations, ensure that the procedures are adequately documented, particularly if algorithms have been developed and coded specifically for the project. The analyst should always exercise best professional judgment when performing the calculations. For instance, if outliers or anomalies are present in the data set, the calculations should be performed both with and without the questionable data to see what effect they may have on the results. 5.1.2 Draw Study Conclusions The goal of this activity is to translate the results of the statistical hypothesis test so that the data user may draw a conclusion from the data. The results of the statistical hypothesis test will be either: (a) reject the null hypothesis, in which case the analyst is concerned about a possible false rejection decision error; or EPA QA/G-9 Final QA00 Version 5 - 3 July 2000 (b) fail to reject the null hypothesis, in which case the analyst is concerned about a possible false acceptance decision error. In case (a), the data have provided the evidence needed to reject the null hypothesis, so the decision can be made with sufficient confidence and without further analysis. This is because the statistical test based on the classical hypothesis testing philosophy, which is the approach described in prior chapters, inherently controls the false rejection decision error rate within the data user's tolerable limits, provided that the underlying assumptions of the test have been verified correctly. In case (b), the data do not provide sufficient evidence to reject the null hypothesis, and the data must be analyzed further to determine whether the data user's tolerable limits on false acceptance decision errors have been satisfied. One of two possible conditions may prevail: (1) The data do not support rejecting the null hypothesis and the false acceptance decision error limits were satisfied. In this case, the conclusion is drawn in favor of the null hypothesis, since the probability of committing a false acceptance decision error is believed to be sufficiently small in the context of the current study (see Section 5.2). (2) The data do not support rejecting the null hypothesis, and the false acceptance decision error limits were not satisfied. In this case, the statistical test was not powerful enough to satisfy the data user's performance criteria. The data user may choose to tolerate a higher false acceptance decision error rate than previously specified and draw the conclusion in favor of the null hypothesis, or instead take some form of corrective action, such as obtaining additional data before drawing a conclusion and making a decision. When the test fails to reject the null hypothesis, the most thorough procedure for verifying whether the false acceptance decision error limits have been satisfied is to compute the estimated power of the statistical test, using the variability observed in the data. Computing the power of the statistical test across the full range of possible parameter values can be complicated and usually requires specialized software. Power calculations are also necessary for evaluating the performance of a sampling design. Thus, power calculations will be discussed further in Section 5.1.3. A simpler method can be used for checking the performance of the statistical test. Using an estimate of variance obtained from the actual data or upper 95% confidence limit on variance, the sample size required to satisfy the data user's objectives can be calculated retrospectively. If this theoretical sample size is less than or equal to the number of samples actually taken, then the test is sufficiently powerful. If the required number of samples is greater than the number actually collected, then additional samples would be required to satisfy the data user's performance criteria for the statistical test. An example of this method is contained in Box 5-1. The equations EPA QA/G-9 Final QA00 Version 5 - 4 July 2000 Box 5-1: Checking Adequacy of Sample Size for a One- Sample t-Test for Simple Random Sampling In Box 3-1, the one-sample t-test was used to test the hypothesis H0: µ # 95 ppm vs. HA: µ > 95 ppm. DQOs specified that the test should limit the false rejection error rate to 5% and the false acceptance error rate to 20% if the true mean were 105 ppm. A random sample of size n = 9 had sample mean X¯ = 99.38 ppm and standard deviation s = 10.41 ppm. The null hypothesis was not rejected. Assuming that the true value of the standard deviation was equal to its sample estimate 10.41 ppm, it was found that a sample size of 9 would be required, which validated the sample size of 9 which had actually been used. The distribution of the sample standard deviation is skewed with a long right tail. It follows that the chances are greater than 50% that the sample standard deviation will underestimate the true standard deviation. In such a case it makes sense to build in some conservatism, for example, by using an upper 90% confidence limit for F in Step 5 of Box 3-12. Using Box 4-22 and n - 1 = 8 degrees of freedom, it is found that L = 3.49, so that an upper 90% confidence limit for the true standard deviation is s [( n & 1) / L ] ' 10.41 8 / 3.49 ' 15.76 Using this value for s in Step 5 of Box 3-1 leads to the sample size estimate of 17. Hence, a sample size of at least 17 should be used to be 90% sure of achieving the DQOs. Since it is generally desirable to avoid the need for additional sampling, it is advisable to conservatively estimate sample size in the first place. In cases where DQOs depend on a variance estimate, this conservatism is achieved by intentionally overestimating the variance. required to perform these calculations have been provided in the detailed step-by-step instructions for each hypothesis test procedure in Chapter 3. 5.1.3 Evaluate Performance of the Sampling Design If the sampling design is to be used again, either in a later phase of the current study or in a similar study, the analyst will be interested in evaluating the overall performance of the design. To evaluate the sampling design, the analyst performs a statistical power analysis that describes the estimated power of the statistical test over the range of possible parameter values. The power of a statistical test is the probability of rejecting the null hypothesis when the null hypothesis is false. The estimated power is computed for all parameter values under the alternative hypothesis to create a power curve. A power analysis helps the analyst evaluate the adequacy of the sampling design when the true parameter value lies in the vicinity of the action level (which may not have been the outcome of the current study). In this manner, the analyst may determine how well a statistical test performed and compare this performance with that of other tests. The calculations required to perform a power analysis can be relatively complicated, depending on the complexity of the sampling design and statistical test selected. Box 5-2 illustrates power calculations for a test of a single proportion, which is one of the simpler cases. A further discussion of power curves (performance curves) is contained in the Guidance for Data Quality Objectives (QA/G-4) (EPA 1994). EPA QA/G-9 Final QA00 Version 5 - 5 July 2000    Box 5-2: Example of Power Calculations for the One-Sample Test of a Single Proportion This box illustrates power calculations for the test of H0: P $ .20 vs. HA: P < .20, with a false rejection error rate of 5% when P=.20 presented in Boxes 3-10 and 3-11 The power of the test will be calculated assuming P1 = .15 and before any data are available. Since nP1 and n(1-P1) both exceed 4, the sample size is large enough for the normal approximation, and the test can be carried out as in steps 3 and 4 of Box 3-10 STEP 1: Determine the general conditions for rejection of the null hypothesis. In this case, the null hypothesis is rejected if the sample proportion is sufficiently smaller than P0. (Clearly, a sample proportion above P0 cannot cast doubt on H0.) By steps 3 and 4 of Box 3-10 and 3-3 H0 is rejected if p % .5/n & P0 < &z1&". / nP0Q0 Here p is the sample proportion, Q0 = 1 - P0, n is the sample size, and z1-" is the critical value such that 100(1-")% of the standard normal distribution is below z1-". This inequality is true if p % .5/n < / n .P0 & z1&" P0Q0 STEP 2: Determine the specific conditions for rejection of the null hypothesis if P1 (=1-Q1) is the true value of the proportion P. The same operations as are used in step 3 of Box 3-10 are performed on both sides of the above inequality. However, P0 is replaced by P1 since it is assumed that P1 is the true proportion. These operations make the normal approximation applicable. Hence, rejection occurs if p % .5/n & P1 P0 & P1 & z1&" P0 Q0 /n .20&.15&1.645 (.2)(.8)/85 < ' ' &0.55 P1 )Q1 /n P1 Q1 /n (.15)(.85)/85 STEP 3: Find the probability of rejection if P1 is the true proportion. By the same reasoning that led to the test in steps 3 and 4 of Boxes 3-10 and 3-11 the quantity on the left-hand side of the above inequality is a standard normal variable. Hence the power at P1 = .15 (i.e., the probability of rejection of H0 when .15 is the true proportion) is the probability that a standard normal variable is less than -0.55. In this case, the probability is approximately 0.3 (using the last line from Table A-1 of Appendix A) which is fairly small. 5.2 INTERPRETING AND COMMUNICATING THE TEST RESULTS Sometimes difficulties may arise in interpreting or explaining the results of a statistical test. One reason for such difficulties may stem from inconsistencies in terminology; another may be due to a lack of understanding of some of the basic notions underlying hypothesis tests. As an example, in explaining the results to a data user, an analyst may use different terminology than that appearing in this guidance. For instance, rather than saying that the null hypothesis was or was not rejected, analysts may report the result of a test by saying that their computer output shows a p-value of 0.12. What does this mean? Similar problems of interpretation may occur when the data user attempts to understand the practical significance of the test results or to explain the test results to others. The following paragraphs touch on some of the philosophical issues related to hypothesis testing which may help in understanding and communicating the test results. EPA QA/G-9 Final QA00 Version 5 - 6 July 2000 5.2.1 Interpretation of p-Values The classical approach for hypothesis tests is to prespecify the significance level of the test, i.e., the Type I decision error rate ". This rate is used to define the decision rule associated with the hypothesis test. For instance, in testing whether the population mean µ exceeds a threshold level (e.g., 100 ppm), the test statistic may depend on X¯ , an estimate of µ. Obtaining an estimate X¯ that is greater than 100 ppm may occur simply by chance even if the true mean µ is less than or equal to 100; however, if X¯ is "much larger" than 100 ppm, then there is only a small chance that the null hypothesis H0 (µ # 100 ppm) is true. Hence the decision rule might take the form "reject H0 if X¯ exceeds 100 + C", where C is a positive quantity that depends on " (and on the variability of X¯ ). If this condition is met, then the result of the statistical test is reported as "reject H0"; otherwise, the result is reported as "do not reject H0." An alternative way of reporting the result of a statistical test is to report its p-value, which is defined as the probability, assuming the null hypothesis to be true, of observing a test result at least as extreme as that found in the sample. Many statistical software packages report p-values, rather than adopting the classical approach of using a prespecified false rejection error rate. In the above example, for instance, the p-value would be the probability of observing a sample mean as large as X¯ (or larger) if in fact the true mean was equal to 100 ppm. Obviously, in making a decision based on the p-value, one should reject H0 when p is small and not reject it if p is large. Thus the relationship between p-values and the classical hypothesis testing approach is that one rejects H0 if the p-value associated with the test result is less than ". If the data user had chosen the false rejection error rate as 0.05 a priori and the analyst reported a p-value of 0.12, then the data user would report the result as "do not reject the null hypothesis;" if the p-value had been reported as 0.03, then that person would report the result as "reject the null hypothesis." An advantage of reporting p-values is that they provide a measure of the strength of evidence for or against the null hypothesis, which allows data users to establish their own false rejection error rates. The significance level can be interpreted as that p-value (") that divides "do not reject HO" from "reject HO." 5.2.2 "Accepting" vs. "Failing to Reject" the Null Hypothesis As noted in the paragraphs above, the classical approach to hypothesis testing results in one of two conclusions: "reject H0" (called a significant result) or "do not reject H0" (a nonsignificant result). In the latter case one might be tempted to equate "do not reject H0" with "accept H0." This terminology is not recommended, however, because of the philosophy underlying the classical testing procedure. This philosophy places the burden of proof on the alternative hypothesis, that is, the null hypothesis is rejected only if the evidence furnished by the data convinces us that the alternative hypothesis is the more likely state of nature. If a nonsignificant result is obtained, it provides evidence that the null hypothesis could sufficiently account for the observed data, but it does not imply that the hypothesis is the only hypothesis that could be supported by the data. In other words, a highly nonsignificant result (e.g., a p-value of 0.80) may indicate that the null hypothesis provides a reasonable model for explaining the data, but it does not necessarily imply that the null hypothesis is true. It may, for example, simply EPA QA/G-9 Final QA00 Version 5 - 7 July 2000 indicate that the sample size was not large enough to establish convincingly that the alternative hypothesis was more likely. When the phrase "accept H " is encountered, it must be considered O as "accepted with the preceding caveats." 5.2.3 Statistical Significance vs. Practical Significance There is an important distinction between these two concepts. Statistical significance simply refers to the result of the hypothesis test: Was the null hypothesis rejected? The likelihood of achieving a statistically significant result depends on the true value of the population parameter being tested (for example, µ), how much that value deviates from the value hypothesized under the null hypothesis (for example, µ0), and on the sample size. This dependence on (µ - µ 0) is depicted by the power curve associated with the test (Section 5.1.3). A steep power curve can be achieved by using a large sample size; this means that there will be a high likelihood of detecting even a small difference. On the other hand, if small sample sizes are used, the power curve will be less steep, meaning that only a very large difference between µ and µ0 will be detectable with high probability. Hence, suppose one obtains a statistically significant result but has no knowledge of the power of the test. Then it is possible, in the case of the steep power curve, that one may be declaring significance (claiming µ > µ0, for example) when the actual difference, from a practical standpoint, may be inconsequential. Or, in the case of the slowly increasing power curve, one may not find a significant result even though a "large" difference between µ and µ0 exists. Neither of these situations is desirable: in the former case, there has been an excess of resources expended, whereas in the latter case, a false acceptance error is likely and has occurred. But how large a difference between the parameter and the null value is of real importance? This relates to the concept of practical significance. Ideally, this question is asked and answered as part of the DQO process during the planning phase of the study. Knowing the magnitude of the difference that is regarded as being of practical significance is important during the design stage because this allows one, to the extent that prior information permits, to determine a sampling plan of type and size that will make the magnitude of that difference commensurate with a difference that can be detected with high probability. From a purely statistical design perspective, this can be considered to be main purpose of the DQO process. With such planning, the likelihood of encountering either of the undesirable situations mentioned in the prior paragraph can be reduced. Box 5-3 contains an example of a statistically significant but fairly inconsequential difference. 5.2.4 Impact of Bias on Test Results Bias is defined as the difference between the expected value of a statistic and a population parameter. It is relevant when the statistic of interest (e.g., a sample average X¯ ) is to be used as an estimate of the parameter (e.g., the population mean µ). For example, the population parameter of interest may be the average concentration of dioxin within the given bounds of a hazardous waste site, and the statistic might be the sample average as obtained from a random sample of points within those bounds. The expected value of a statistic can be interpreted as supposing one repeatedly implemented the particular sampling design a very large number of EPA QA/G-9 Final QA00 Version 5 - 8 July 2000 times and calculated the statistic of interest in each case. The average of the statistic's values would then be regarded as its expected value. Let E denote the expected value of X¯ and denote the relationship between the expected value and the parameter, µ, as E = µ + b where b is the bias. For instance, if the bias occurred due to incomplete recovery of an analyte (and no adjustment is made), then b = (R-100)µ/100, where R denotes the percent recovery. Bias may also occur for other reasons, such as lack of coverage of the entire target population (e.g., if only the drums within a storage site that are easily accessible are eligible for inclusion in the sample, then inferences to the entire group of drums may be biased). Moreover, in cases of incomplete coverage, the magnitude and direction of the bias may be unknown. An example involving comparison of the biases of two measurement methods is contained in Box 5-4. Box 5-3: Example of a Comparison of Two Variances which is Statistically but not Practically Significant The quality control (QC) program associated with a measurement system provides important information on performance and also yields data which should be taken into account in some statistical analyses. The QC program should include QC check samples, i.e., samples of known composition and concentration which are run at regular frequencies. The term precision refers to the consistency of a measurement method in repeated applications under fixed conditions and is usually equated with a standard deviation. The appropriate standard deviation is one which results from applying the system to the same sample over a long period of time. This example concerns two methods for measuring ozone in ambient air, an approved method and a new candidate method. Both methods are used once per week on a weekly basis for three months. Based on 13 analyses with each method of the mid-range QC check sample at 100 ppb, the null hypothesis of the equality of the two variances will be tested with a false rejection error rate of 5% or less. (If the variances are equal, then the standard deviations are equal.) Method 1 had a sample mean of 80 ppb and a standard deviation of 4 ppb. Method 2 had a mean of 90 ppb and a standard deviation of 8 ppb. The Shapiro-Wilks test did not reject the assumption of normality for either method. Applying the F-test of Box 4-23, the F ratio is 82/42 = 2. Using 12 degrees of freedom for both the numerator and denominator, the F ratio must exceed 3.28 in order to reject the hypothesis of equal variances (Table A-9 of Appendix A). Since 4 > 3.28, the hypothesis of equal variances is rejected, and it is concluded that method 1 is significantly more precise than method 2. In an industrialized urban environment, the true ozone levels at a fixed location and time of day are known to vary over a period of months with a coefficient of variation of at least 100%. This means that the ratio of the standard deviation (SD) to the mean at a given location is at least 1. For a mean of 100 ppb, the standard deviation over time for true ozone values at the location would be at least 100 ppb. Relative to this degree of variability, a difference between measurement error standard deviations of 4 or 8 ppb is negligible. The overall variance, incorporating the true process variability and measurement error, is obtained by adding the individual variances. For instance, if measurement error standard deviation is 8 ppb, then the total variance is (100 ppb)(100 ppb) + (8 ppb)(8 ppb). Taking the square root of the variance gives a corresponding total standard deviation of 100.32 ppb. For a measurement error standard deviation of 4 ppb, the total standard deviation would be 100.08 ppb. From a practical standpoint, the difference in precision between the two methods is insignificant for the given application, despite the finding that there is a statistically significant difference between the variances of the two methods. EPA QA/G-9 Final QA00 Version 5 - 9 July 2000 Box 5-4: Example of a Comparison of Two Biases This example is a continuation of the ozone measurement comparison described in Box 5-3. Let X¯ and sX denote the sample mean and standard deviation of measurement method 1 applied to the QC check sample, and let Y¯ and sY denote the sample mean and standard deviation of method 2. Then X¯ = 80 ppb, sX = 4 ppb, Y¯ = 90 ppb and sY = 8 ppb. The estimated biases are X¯ -T = 80 - 100 = -20 ppb for method 1, and Y¯ -T = 90-100 = 10 ppb for method 2, since 100 ppb is the true value T. That is, method 1 seems to underestimate by 20 ppb, and method 2 seems to underestimate by 10 ppb. Let µ1 and µ2 be the underlying mean concentrations for measurement methods 1 and 2 applied to the QC check sample. These means correspond to the average results which would obtain by applying each method a large number of times to the QC check sample, over a long period of time. A two-sample t-test (Boxes 3-14 and 3-16) can be used to test for a significant difference between these two biases. In this case, a two-tailed test of the null hypothesis H0: µ1 - µ2 = 0 against the alternative HA: µ1 - µ2 … 0 is appropriate, because there is no a priori reason (in advance of data collection) to suspect that one measurement method is superior to the other. (In general, hypotheses should not be tailored to data.) Note that the difference between the two biases is the same as the difference (µ1 - µ2) between the two underlying means of the measurement methods. The test will be done to limit the false rejection error rate to 5% if the two means are equal. STEP 1: ¯X = 80 ppb, sX = 4 ppb, ¯Y = 90 ppb, sY = 8 ppb. STEP 2: From Box 5-3, it is known that the methods have significantly different variances, so that Sattherthwaite's t-test should be used. Therefore, 2 2 42 82s sX Y = + = + = 2.48 sNE m n 13 13 22 2 2 42 82s sX Y+ + m n 13 13STEP 3: f = = = 17.65. 4 4 44 84 s sX Y ++ 2 132 12 132 12m 2(m -1) n (n -1) Rounding down to the nearest integer gives f = 17. For a two-tailed test, the critical value is t 1-"/2 = t.975 = 2.110, from Table A-1 of Appendix A. X¯ -Y 80 -90STEP 4: t = = = -4.032 2.48 SNE STEP 5: For a two-tailed test, compare *t* with t1-"/2 = 2.11. Since 4.032 > 2.11, reject the null hypothesis and conclude that there is a significant difference between the two method biases, in favor of method 2. This box illustrates a situation involving two measurement methods where one method is more precise, but also more biased, than the other. If no adjustment for bias is made, then for many purposes, the less biased, more variable method is preferable. However, proper bias adjustment can make both methods unbiased, so that the more precise method becomes the preferred method. Such adjustments can be based on QC check sample results, if the QC check samples are regarded as representative of environmental samples involving sufficiently similar analytes and matrices. ¯ EPA QA/G-9 Final QA00 Version 5 - 10 July 2000 In the context of hypothesis testing, the impact of bias can be quite severe in some circumstances. This can be illustrated by comparing the power curve of a test when bias is not present with a power curve for the same test when bias is present. The basic influence of bias is to shift the former "no bias" curve to the right or left, depending on the direction of the bias. If the bias is constant, then the second curve will be an exact translation of the former curve; if not, there will be a change in the shape of the second curve in addition to the translation. If the existence of the bias is unknown, then the former power curve will be regarded as the curve that determines the properties of the test when in fact the second curve will be the one that Figure 5-1. Illustration of Unbiased versus Biased Power Curves actually represents the test's power. 80 100 120 140 160 0 0.2 0.4 0.6 0.8 1 True Value of the Parameter Pr o b a b i l i t y o f D e c i d i n g P a r a m e t e r Ex c e e d s A c c t i o n L e v e l Biased Upward Unbiased For example, in Figure 5-1 when the true value of the parameter is 120, the "no bias" power is 0.72 but the true power (the biased power) is only 0.4, a substantial difference. Since bias is not impacted by changing the sample size, while the precision of estimates and the power of tests increases with sample size, the relative importance of bias becomes more pronounced when the sample size increases (i.e., when one makes the power curve steeper). Similarly, if the same magnitude of bias exists for two different sites, then the impact on testing errors will be more severe for the site having the smaller inherent variability in the characteristic of interest (i.e., when bias represents a larger portion of total variability). To minimize the effects of bias: identify and document sources of potential bias; adopt measurement procedures (including specimen collection, handling, and analysis procedures) that minimize the potential for bias; make a concerted effort to quantify bias whenever possible; and make appropriate compensation for bias when possible. 5.2.5 Quantity vs. Quality of Data The above conclusions imply that, if compensation for bias cannot be made and if statistically-based decisions are to be made, then there will be situations in which serious consideration should be given to using an imprecise (and perhaps relatively inexpensive) chemical method having negligible bias as compared to using a very precise method that has even a moderate degree of bias. The tradeoff favoring the imprecise method is especially relevant when the inherent variability in the population is very large relative to the random measurement error. For example, suppose a mean concentration for a given spatial area (site) is of interest and that the coefficient of variation (CV) characterizing the site's variability is 100%. Let method A denote an imprecise method, with measurement-error CV of 40%, and let method B denote a highly precise method, with measurement-error CV of 5%. The overall variability, or total EPA QA/G-9 Final QA00 Version 5 - 11 July 2000 variability, can essentially be regarded as the sum of the spatial variability and the measurement variability. These are obtained from the individual CVs in the form of variances. As CV equals standard deviation divided by mean, it follows that the site standard deviation is then the CV times the mean. Thus, for the site, the variance is 1.002 x mean2; for method A, the variance is 0.402 x mean2; and for method B, the variance is 0.052 x mean2. The overall variability when using method A is then (1.002 x mean2) + (0.402 x mean2) = 1.16 x mean2, and when using method B, the variance is (1.002 x mean2) + (0.052 x mean2) = 1.0025 mean2. It follows that the overall CV when using each method is then (1.077 x mean) / mean = 107.7% for method A, and (1.001 x mean) / mean = 100.1% for method B. Now consider a sample of 25 specimens from the site. The precision of the sample mean can then be characterized by the relative standard error (RSE) of the mean (which for the simple random sample situation is simply the overall CV divided by the square root of the sample size). For Method A, RSE = 21.54%; for method B, RSE = 20.02%. Now suppose that the imprecise method (Method A) is unbiased, while the precise method (Method B) has a 10% bias (e.g., an analyte percent recovery of 90%). An overall measure of error that reflects how well the sample mean estimates the site mean is the relative root mean squared error (RRMSE): RRMSE = (RB)2 + (RSE)2 where RB denotes the relative bias (RB = 0 for Method A since it is unbiased and RB = ±10% for Method B since it is biased) and RSE is as defined above. The overall error in the estimation of the population mean (the RRMSE) would then be 21.54% for Method A and 22.38% for Method B. If the relative bias for Method B was 15% rather than 10%, then the RRMSE for Method A would be 21.54% and the RRMSE for Method B would be 25.02%, so the method difference is even more pronounced. While the above illustration is portrayed in terms of estimation of a mean based on a simple random sample, the basic concepts apply more generally. This example serves to illustrate that a method that may be considered preferable from a chemical point of view [e.g., 85 or 90% recovery, 5% relative standard deviation (RSD)] may not perform as well in a statistical application as a method with less bias and greater imprecision (e.g., zero bias, 40% RSD), especially when the inherent site variability is large relative to the measurement-error RSD. 5.2.6 "Proof of Safety" vs. "Proof of Hazard" Because of the basic hypothesis testing philosophy, the null hypothesis is generally specified in terms of the status quo (e.g., no change or action will take place if null hypothesis is not rejected). Also, since the classical approach exercises direct control over the false rejection error rate, this rate is generally associated with the error of most concern (for further discussion of this point, see Section 1.2). One difficulty, therefore, may be obtaining a consensus on which error should be of most concern. It is not unlikely that the Agency's viewpoint in this regard will differ from the viewpoint of the regulated party. In using this philosophy, the Agency's ideal approach is not only to set up the direction of the hypothesis in such a way that controlling the EPA QA/G-9 Final QA00 Version 5 - 12 July 2000 false rejection error protects the health and environment but also to set it up in a way that encourages quality (high precision and accuracy) and minimizes expenditure of resources in situations where decisions are relatively "easy" (e.g., all observations are far from the threshold level of interest). In some cases, how one formulates the hypothesis testing problem can lead to very different sampling requirements. For instance, following remediation activities at a hazardous waste site, one may seek to answer "Is the site clean?" Suppose one attempts to address this question by comparing a mean level from samples taken after the remediation with a threshold level (chosen to reflect "safety"). If the threshold level is near background levels that might have existed in the absence of the contamination, then it may be very difficult (i.e., require enormous sample sizes) to "prove" that the site is "safe." This is because the concentrations resulting from even a highly efficient remediation under such circumstances would not be expected to deviate greatly from such a threshold. A better approach for dealing with this problem may be to compare the remediated site with a reference ("uncontaminated") site, assuming that such a site can be determined. To avoid excessive expense in collecting and analyzing samples for a contaminant, compromises will sometimes be necessary. For instance, suppose that a significance level of 0.05 is to be used; however, the affordable sample size may be expected to yield a test with power of only 0.40 at some specified parameter value chosen to have practical significance (see Section 5.2.3). One possible way that compromise may be made in such a situation is to relax the significance level, for instance, using " = 0.10, 0.15, or 0.20. By relaxing this false rejection rate, a higher power (i.e., a lower false acceptance rate $) can be achieved. An argument can be made, for example, that one should develop sampling plans and determine sample sizes in such a way that both the false rejection and false acceptance errors are treated simultaneously and in a balanced manner (for example, designing to achieve " = $ = 0.15) instead of using the traditional approach of fixing the false rejection error rate at 0.05 or 0.01 and letting $ be determined by the sample size. This approach of treating the false rejection and false acceptance errors simultaneously is taken in the DQO Process and it is recommended that several different scenarios of " and $ be investigated before a decision on specific values for " and $ are selected. EPA QA/G-9 Final QA00 Version 5 - 13 July 2000 This page is intentionally blank. EPA QA/G-9 Final QA00 Version 5 - 14 July 2000 APPENDIX A STATISTICAL TABLES EPA QA/G-9 Final QA00 Version A - 1 July 2000 LIST OF TABLES Table No. Page A-1: CRITICAL VALUES OF STUDENT'S t DISTRIBUTION ....................A - 3 A-2: CRITICAL VALUES FOR THE STUDENTIZED RANGE TEST ..............A - 4 A-3: CRITICAL VALUES FOR THE EXTREME VALUE TEST (DIXON'S TEST) .... A - 5 A-4: CRITICAL VALUES FOR DISCORDANCE TEST .........................A - 6 A-5: APPROXIMATE CRITICAL VALUES 8r FOR ROSNER'S TEST ..............A - 7 A-6: QUANTILES OF THE WILCOXON SIGNED RANKS TEST .................A - 9 A-7: CRITICAL VALUES FOR THE RANK-SUM TEST .......................A - 10 A-8: PERCENTILES OF THE CHI-SQUARE DISTRIBUTION ...................A - 12 A-9: PERCENTILES OF THE F DISTRIBUTION .............................A - 13 A-10: VALUES OF THE PARAMETER FOR COHEN'S ESTIMATES ADJUSTING FOR NONDETECTED VALUES ....................A - 18 A-11: PROBABILITIES FOR THE SMALL-SAMPLE MANN-KENDALL TEST FOR TREND ..........................A - 19 A-12. QUANTILES FOR THE WALD-WOLFOWITZ TEST FOR RUNS ........... A - 20 A-13. MODIFIED QUANTILE TEST CRITICAL NUMBERS ....................A - 23 A-14. DUNNETT’S TEST (ONE TAILED) ..................................A - 27 A-15. APPROXIMATE "-LEVEL CRITICAL POINTS FOR RANK VON NEUMANN RATIO TEST ..........................A - 29 EPA QA/G-9 Final QA00 Version A - 2 July 2000 " TABLE A-1: CRITICAL VALUES OF STUDENT'S t DISTRIBUTION 1 -" t (1-") Degrees of Freedom 1 -" .70 .75 .80 .85 .90 .95 .975 .99 .995 1 0.727 1.000 1.376 1.963 3.078 6.314 12.706 31.821 63.657 2 0.617 0.816 1.061 1.386 1.886 2.920 4.303 6.965 9.925 3 0.584 0.765 0.978 1.250 1.638 2.353 3.182 4.541 5.841 4 0.569 0.741 0.941 1.190 1.533 2.132 2.776 3.747 4.604 5 0.559 0.727 0.920 1.156 1.476 2.015 2.571 3.365 4.032 6 0.553 0.718 0.906 1.134 1.440 1.943 2.447 3.143 3.707 7 0.549 0.711 0.896 1.119 1.415 1.895 2.365 2.998 3.499 8 0.546 0.706 0.889 1.108 1.397 1.860 2.306 2.896 3.355 9 0.543 0.703 0.883 1.100 1.383 1.833 2.262 2.821 3.250 10 0.542 0.700 0.879 1.093 1.372 1.812 2.228 2.764 3.169 11 0.540 0.697 0.876 1.088 1.363 1.796 2.201 2.718 3.106 12 0.539 0.695 0.873 1.083 1.356 1.782 2.179 2.681 3.055 13 0.538 0.694 0.870 1.079 1.350 1.771 2.160 2.650 3.012 14 0.537 0.692 0.868 1.076 1.345 1.761 2.145 2.624 2.977 15 0.536 0.691 0.866 1.074 1.34 1.753 2.131 2.602 2.947 16 0.535 0.690 0.865 1.071 1.337 1.746 2.120 2.583 2.921 17 0.534 0.689 0.863 1.069 1.333 1.740 2.110 2.567 2.898 18 0.534 0.688 0.862 1.067 1.330 1.734 2.101 2.552 2.878 19 0.533 0.6880 0.861 1.066 1.328 1.729 2.093 2.539 2.861 20 0.533 .687 0.860 1.064 1.325 1.725 2.086 2.528 2.845 21 0.532 0.686 0.859 1.063 1.323 1.721 2.080 2.518 2.831 22 0.532 0.686 0.858 1.061 1.321 1.717 2.074 2.508 2.819 23 0.532 0.685 0.858 1.060 1.319 1.714 2.069 2.500 2.807 24 0.531 0.685 0.857 1.059 1.318 1.711 2.064 2.492 2.797 25 0.531 0.684 0.856 1.058 1.316 1.708 2.060 2.485 2.787 26 0.531 0.684 0.856 1.058 1.315 1.706 2.056 2.479 2.779 27 0.531 0.684 0.855 1.057 1.314 1.703 2.052 2.473 2.771 28 0.530 0.683 0.855 1.056 1.313 1.701 2.048 2.467 2.763 29 0.530 0.683 0.854 1.055 1.311 1.699 2.045 2.462 2.756 30 0.530 0.683 0.854 1.055 1.310 1.697 2.042 2.457 2.750 40 0.529 0.681 0.851 1.050 1.303 1.684 2.021 2.423 2.704 60 0.527 0.679 0.848 1.046 1.296 1.671 2.000 2.390 2.660 120 0.526 0.677 0.845 1.041 1.289 1.658 1.980 2.358 2.617 4 0.524 0.674 0.842 1.036 1.282 1.645 1.960 2.326 2.576 Note: The last row of the table (4 degrees of freedom) gives the critical values for a standard normal distribution (z), e.g., t4, 0.95 = z 0.95 = 1.645. EPA QA/G-9 Final QA00 Version A - 3 July 2000 " TABLE A-2: CRITICAL VALUES FOR THE STUDENTIZED RANGE TEST n 0.01 Level of Significance " 0.05 0.10 a b a b a b 3 1.737 2.000 1.758 1.999 1.782 1.997 4 1.87 2.445 1.98 2.429 2.04 2.409 5 2.02 2.803 2.15 2.753 2.22 2.712 6 2.15 3.095 2.28 3.012 2.37 2.949 7 2.26 3.338 2.40 3.222 2.49 3.143 8 2.35 3.543 2.50 3.399 2.59 3.308 9 2.44 3.720 2.59 3.552 2.68 3.449 10 2.51 3.875 2.67 3.685 2.76 3.57 11 2.58 4.012 2.74 3.80 2.84 3.68 12 2.64 4.134 2.80 3.91 2.90 3.78 13 2.70 4.244 2.86 4.00 2.96 3.87 14 2.75 4.34 2.92 4.09 3.02 3.95 15 2.80 4.44 2.97 4.17 3.07 4.02 16 2.84 4.52 3.01 4.24 3.12 4.09 17 2.88 4.60 3.06 4.31 3.17 4.15 18 2.92 4.67 3.10 4.37 3.21 4.21 19 2.96 4.74 3.14 4.43 3.25 4.27 20 2.99 4.80 3.18 4.49 3.29 4.32 25 3.15 5.06 3.34 4.71 3.45 4.53 30 3.27 5.26 3.47 4.89 3.59 4.70 35 3.38 5.42 3.58 5.04 3.70 4.84 40 3.47 5.56 3.67 5.16 3.79 4.96 45 3.55 5.67 3.75 5.26 3.88 5.06 50 3.62 5.77 3.83 5.35 3.95 5.14 55 3.69 5.86 3.90 5.43 4.02 5.22 60 3.75 5.94 3.96 5.51 4.08 5.29 65 3.80 6.01 4.01 5.57 4.14 5.35 70 3.85 6.07 4.06 5.63 4.19 5.41 75 3.90 6.13 4.11 5.68 4.24 5.46 80 3.94 6.18 4.16 5.73 4.28 5.51 85 3.99 6.23 4.20 5.78 4.33 5.56 90 4.02 6.27 4.24 5.82 4.36 5.60 95 4.06 6.32 4.27 5.86 4.40 5.64 100 4.10 6.36 4.31 5.90 4.44 5.68 150 4.38 6.64 4.59 6.18 4.72 5.96 200 4.59 6.84 4.78 6.39 4.90 6.15 500 5.13 7.42 5.47 6.94 5.49 6.72 1000 5.57 7.80 5.79 7.33 5.92 7.11 EPA QA/G-9 Final QA00 Version A - 4 July 2000 " TABLE A-3: CRITICAL VALUES FOR THE EXTREME VALUE TEST (DIXON'S TEST) n Level of Significance " 0.10 0.05 0.01 3 0.886 0.941 0.988 4 0.679 0.765 0.889 5 0.557 0.642 0.780 6 0.482 0.560 0.698 7 0.434 0.507 0.637 8 0.479 0.554 0.683 9 0.441 0.512 0.635 10 0.409 0.477 0.597 11 0.517 0.576 0.679 12 0.490 0.546 0.642 13 0.467 0.521 0.615 14 0.492 0.546 0.641 15 0.472 0.525 0.616 16 0.454 0.507 0.595 17 0.438 0.490 0.577 18 0.424 0.475 0.561 19 0.412 0.462 0.547 20 0.401 0.450 0.535 21 0.391 0.440 0.524 22 0.382 0.430 0.514 23 0.374 0.421 0.505 24 0.367 0.413 0.497 25 0.360 0.406 0.489 EPA QA/G-9 Final QA00 Version A - 5 July 2000 "" TABLE A-4: CRITICAL VALUES FOR DISCORDANCE TEST n Level of Significance " 0.01 0.05 3 1.155 1.153 4 1.492 1.463 5 1.749 1.672 6 1.944 1.822 7 2.097 1.938 8 2.221 2.032 9 2.323 2.110 10 2.410 2.176 11 2.485 2.234 12 2.550 2.285 13 2.607 2.331 14 2.659 2.371 15 2.705 2.409 16 2.747 2.443 17 2.785 2.475 18 2.821 2.504 19 2.854 2.532 20 2.884 2.557 21 2.912 2.580 22 2.939 2.603 23 2.963 2.624 24 2.987 2.644 25 3.009 2.663 26 3.029 2.681 27 3.049 2.698 28 3.068 2.714 29 3.085 2.730 30 3.103 2.745 31 3.119 2.759 32 3.135 2.773 n Level of Significance " 0.01 0.05 33 3.150 2.786 34 3.164 2.799 35 3.178 2.811 36 3.191 2.823 37 3.204 2.835 38 3.216 2.846 39 3.228 2.857 40 3.240 2.866 41 3.251 2.877 42 3.261 2.887 43 3.271 2.896 44 3.282 2.905 45 3.292 2.914 46 3.302 2.923 47 3.310 2.931 48 3.319 2.940 49 3.329 2.948 50 3.336 2.956 EPA QA/G-9 Final QA00 Version A - 6 July 2000 8 """ TABLE A-5: APPROXIMATE CRITICAL VALUES 8r FOR ROSNER'S TEST n r " 0.05 0.01 25 1 2.82 3.14 2 2.80 3.11 3 2.78 3.09 4 2.76 3.06 5 2.73 3.03 10 2.59 2.85 26 1 2.84 3.16 2 2.82 3.14 3 2.80 3.11 4 2.78 3.09 5 2.76 3.06 10 2.62 2.89 27 1 2.86 3.18 2 2.84 3.16 3 2.82 3.14 4 2.80 3.11 5 2.78 3.09 10 2.65 2.93 28 1 2.88 3.20 2 2.86 3.18 3 2.84 3.16 4 2.82 3.14 5 2.80 3.11 10 2.68 2.97 29 1 2.89 3.22 2 2.88 3.20 3 2.86 3.18 4 2.84 3.16 5 2.82 3.14 10 2.71 3.00 30 1 2.91 3.24 2 2.89 3.22 3 2.88 3.20 4 2.86 3.18 5 2.84 3.16 10 2.73 3.03 31 1 2.92 3.25 2 2.91 3.24 3 2.89 3.22 4 2.88 3.20 5 2.86 3.18 10 2.76 3.06 n r " 0.05 0.01 32 1 2.94 3.27 2 2.92 3.25 3 2.91 3.24 4 2.89 3.22 5 2.88 3.20 10 2.78 3.09 33 1 2.95 3.29 2 2.94 3.27 3 2.92 3.25 4 2.91 3.24 5 2.89 3.22 10 2.80 3.11 34 1 2.97 3.30 2 2.95 3.29 3 2.94 3.27 4 2.92 3.25 5 2.91 3.24 10 2.82 3.14 35 1 2.98 3.32 2 2.97 3.30 3 2.95 3.29 4 2.94 3.27 5 2.92 3.25 10 2.84 3.16 36 1 2.99 3.33 2 2.98 3.32 3 2.97 3.30 4 2.95 3.29 5 2.94 3.27 10 2.86 3.18 37 1 3.00 3.34 2 2.99 3.33 3 2.98 3.32 4 2.97 3.30 5 2.95 3.29 10 2.88 3.20 38 1 3.01 3.36 2 3.00 3.34 3 2.99 3.33 4 2.98 3.32 5 2.97 3.30 10 2.91 3.22 n r " 0.05 0.01 39 1 3.03 3.37 2 3.01 3.36 3 3.00 3.34 4 2.99 3.33 5 2.98 3.32 10 2.91 3.24 40 1 3.04 3.38 2 3.03 3.37 3 3.01 3.36 4 3.00 3.34 5 2.99 3.33 10 2.92 3.25 41 1 3.05 3.39 2 3.04 3.38 3 3.03 3.37 4 3.01 3.36 5 3.00 3.34 10 2.94 3.27 42 1 3.06 3.40 2 3.05 3.39 3 3.04 3.38 4 3.03 3.37 5 3.01 3.36 10 2.95 3.29 43 1 3.07 3.41 2 3.06 3.40 3 3.05 3.39 4 3.04 3.38 5 3.03 3.37 10 2.97 3.30 44 1 3.08 3.43 2 3.07 3.41 3 3.06 3.40 4 3.05 3.39 5 3.04 3.38 10 2.98 3.32 45 1 3.09 3.44 2 3.08 3.43 3 3.07 3.41 4 3.06 3.40 5 3.05 3.39 10 2.99 3.33 EPA QA/G-9 Final QA00 Version A - 7 July 2000 8 """ TABLE A-5: APPROXIMATE CRITICAL VALUES 8r FOR ROSNER'S TEST n r " 0.05 0.01 46 1 3.09 3.45 2 3.09 3.44 3 3.08 3.43 4 3.07 3.41 5 3.06 3.40 10 3.00 3.34 47 1 3.10 3.46 2 3.09 3.45 3 3.09 3.44 4 3.08 3.43 5 3.07 3.41 10 3.01 3.36 48 1 3.11 3.46 2 3.10 3.46 3 3.09 3.45 4 3.09 3.44 5 3.08 3.43 10 3.03 3.37 49 1 3.12 3.47 2 3.11 3.46 3 3.10 3.46 4 3.09 3.45 5 3.09 3.44 10 3.04 3.38 50 1 3.13 3.48 2 3.12 3.47 3 3.11 3.46 4 3.10 3.46 5 3.09 3.45 10 3.05 3.39 60 1 3.20 3.56 2 3.19 3.55 3 3.19 3.55 4 3.18 3.54 5 3.17 3.53 10 3.14 3.49 n r " 0.05 0.01 70 1 3.26 3.62 2 3.25 3.62 3 3.25 3.61 4 3.24 3.60 5 3.24 3.60 10 3.21 3.57 80 1 3.31 3.67 2 3.30 3.67 3 3.30 3.66 4 3.29 3.66 5 3.29 3.65 10 3.26 3.63 90 1 3.35 3.72 2 3.34 3.71 3 3.34 3.71 4 3.34 3.70 5 3.33 3.70 10 3.31 3.68 100 1 3.38 3.75 2 3.38 3.75 3 3.38 3.75 4 3.37 3.74 5 3.37 3.74 10 3.35 3.72 150 1 3.52 3.89 2 3.51 3.89 3 3.51 3.89 4 3.51 3.88 5 3.51 3.88 10 3.50 3.87 200 1 3.61 3.98 2 3.60 3.98 3 3.60 3.97 4 3.60 3.97 5 3.60 3.97 10 3.59 3.96 n r " 0.05 0.01 250 1 5 10 3.67 3.67 3.66 4.04 4.04 4.03 300 1 5 10 3.72 3.72 3.71 4.09 4.09 4.09 350 1 5 10 3.77 3.76 3.76 4.14 4.13 4.13 400 1 5 10 3.80 3.80 3.80 4.17 4.17 4.16 450 1 5 10 3.84 3.83 3.83 4.20 4.20 4.20 500 1 5 10 3.86 3.86 3.86 4.23 4.23 4.22 EPA QA/G-9 Final QA00 Version A - 8 July 2000 TABLE A-6: QUANTILES OF THE WILCOXON SIGNED RANKS TEST n w.01 w.05 w.10 w.20 4 0 0 1 3 5 0 1 3 4 6 0 3 4 6 7 1 4 6 9 8 2 6 9 12 9 4 9 11 15 10 6 11 15 19 11 8 14 18 23 12 10 18 22 28 13 13 22 27 33 14 16 26 32 39 15 20 31 37 45 16 24 36 43 51 17 28 42 49 58 18 33 48 56 66 19 38 54 63 74 20 44 61 70 82 EPA QA/G-9 Final QA00 Version A - 9 July 2000 " TABLE A-7: CRITICAL VALUES FOR THE RANK-SUM TEST n " m 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2 0.05 0.10 0 0 0 1 0 1 1 2 1 2 1 2 2 3 2 3 2 4 2 4 3 5 3 5 4 5 4 6 4 6 4 7 5 7 5 8 5 8 3 0.05 0.10 0 1 1 2 1 2 2 3 3 4 3 5 4 6 5 6 5 7 6 8 6 9 7 10 8 11 8 11 9 12 10 13 10 14 11 15 12 16 4 0.05 0.10 0 1 1 2 2 4 3 5 4 6 5 7 6 8 7 10 8 11 9 12 10 13 11 14 12 16 13 17 15 18 16 19 17 21 18 22 19 23 5 0.05 0.10 1 2 2 3 3 5 5 6 6 8 7 9 9 11 10 13 12 14 13 16 14 18 16 19 17 21 19 23 20 24 21 26 23 28 24 29 26 31 6 0.05 0.10 1 2 3 4 4 6 6 8 8 10 9 12 11 14 13 16 15 18 17 20 18 22 20 24 22 26 24 28 26 30 27 32 29 35 31 37 33 39 7 0.05 0.10 1 2 3 5 5 7 7 9 9 12 12 14 14 17 16 19 18 22 20 24 22 27 25 29 27 32 29 34 31 37 34 39 36 42 38 44 40 47 8 0.05 0.10 2 3 4 6 6 8 9 11 111 4 14 17 16 20 19 23 21 25 24 28 27 31 29 34 32 37 34 40 37 43 40 46 42 49 45 52 48 55 9 0.05 0.10 2 3 5 6 7 10 10 13 13 16 16 19 19 23 22 26 25 29 28 32 31 36 34 39 37 42 40 46 43 49 46 53 49 56 52 59 55 63 10 0.05 0.10 2 4 5 7 8 11 12 14 15 18 18 22 21 25 25 29 28 33 32 37 35 40 38 44 42 48 45 52 49 55 52 59 56 63 59 67 63 71 11 0.05 0.10 2 4 6 8 9 12 13 16 17 20 20 24 24 28 28 32 32 37 35 41 39 45 43 49 47 53 51 58 55 62 58 66 62 70 66 74 70 79 12 0.05 0.10 3 5 6 9 10 13 14 18 18 22 22 27 27 31 31 36 35 40 39 45 43 50 48 54 52 59 56 64 61 68 65 73 69 78 73 82 78 87 13 0.05 0.10 3 5 7 10 11 14 16 19 20 24 25 29 29 34 34 39 38 44 43 49 48 54 52 59 57 64 62 69 66 75 71 80 76 85 81 90 85 95 14 0.05 0.10 4 5 8 11 12 16 17 21 22 26 27 32 32 37 37 42 42 48 47 53 52 59 57 64 62 70 67 75 72 81 78 86 83 92 88 98 93 103 15 0.05 0.10 4 6 8 11 13 17 19 23 24 28 29 34 34 40 40 46 45 52 51 58 56 64 62 69 67 75 73 81 78 87 84 93 89 99 95 105 101 111 16 0.05 0.10 4 6 9 12 15 18 20 24 26 30 31 37 37 43 43 49 49 55 55 62 61 68 66 75 72 81 78 87 84 94 90 100 96 107 102 113 108 120 17 0.05 0.10 4 7 10 13 16 19 21 26 27 32 34 39 40 46 46 53 52 59 58 66 65 73 71 80 78 86 84 93 90 100 97 107 103 114 110 121 116 128 EPA QA/G-9 Final QA00 Version A - 10 July 2000 " TABLE A-7: CRITICAL VALUES FOR THE RANK-SUM TEST n " m 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 18 0.05 0.10 5 7 10 14 17 21 23 28 29 35 36 42 42 49 49 56 56 63 62 70 69 78 76 85 83 92 89 99 96 107 103 114 110 121 117 129 124 136 19 0.05 0.10 5 8 11 15 18 22 24 29 31 37 38 44 45 52 52 59 59 67 66 74 73 82 81 90 88 98 95 105 102 113 110 121 117 129 124 136 131 144 20 0.05 0.10 5 8 12 16 19 23 26 31 33 39 40 47 48 55 55 63 63 71 70 79 78 87 85 95 93 103 101 111 108 120 116 128 124 136 131 144 139 152 EPA QA/G-9 Final QA00 Version A - 11 July 2000 " TABLE A-8: PERCENTILES OF THE CHI-SQUARE DISTRIBUTION 1-a c1-a v 1 -" .005 .010 .025 .050 .100 .900 .950 .975 .990 .995 1 0.04393 0.03157 0.03982 0.02393 0.0158 2.71 3.84 5.02 6.63 7.88 2 0.0100 0.0201 0.0506 0.103 0.211 4.61 5.99 7.38 9.21 10.60 3 0.072 0.115 0.216 0.352 0.584 6.25 7.81 9.35 11.34 12.84 4 0.207 0.297 0.484 0.711 1.064 7.78 9.49 11.14 13.28 14.86 5 0.412 0.554 0.831 1.145 1.61 9.24 11.07 12.83 15.09 16.75 6 0.676 0.872 1.24 1.64 2.20 10.64 12.59 14.45 16.81 18.55 7 0.989 1.24 1.69 2.17 2.83 12.02 14.07 16.01 18.48 20.28 8 1.34 1.65 2.18 2.73 3.49 13.36 15.51 17.53 20.09 21.96 9 1.73 2.09 2.70 3.33 4.17 14.68 16.92 19.02 21.67 23.59 10 2.16 2.56 3.25 3.94 4.87 15.99 18.31 20.48 23.21 25.19 11 2.60 3.05 3.82 3.57 5.58 17.28 19.68 21.92 24.73 26.76 12 3.07 3.57 4.40 5.23 6.30 18.55 21.03 23.34 26.22 28.30 13 3.57 4.11 5.01 5.89 7.04 19.81 22.36 24.74 27.69 29.82 14 4.07 4.66 5.63 6.57 7.79 21.06 23.68 26.12 29.14 31.32 15 4.60 5.23 6.26 7.26 8.55 22.31 25.00 27.49 30.58 32.80 16 5.14 5.81 6.91 7.96 9.31 23.54 26.30 28.85 32.00 34.27 17 5.70 6.41 7.56 8.67 10.09 24.77 27.59 30.19 33.41 35.72 18 6.26 7.01 8.23 9.39 10.86 25.99 28.87 31.53 34.81 37.16 19 6.84 7.63 8.91 10.12 11.65 27.20 30.14 32.85 36.19 38.58 20 7.43 8.26 9.59 10.85 12.44 28.41 31.41 34.17 37.57 40.00 21 8.03 8.90 10.28 11.59 13.24 29.62 32.67 35.48 38.93 41.40 22 8.64 9.54 10.98 12.34 14.04 30.81 33.92 36.78 40.29 42.80 23 9.26 10.20 11.69 13.09 14.85 32.01 35.17 38.08 41.64 44.18 24 9.89 10.86 12.40 13.85 15.66 33.20 36.42 39.36 42.98 45.56 25 10.52 11.52 13.12 14.61 16.47 34.38 37.65 40.65 44.31 46.93 26 11.16 12.20 13.84 15.38 17.29 35.56 38.89 41.92 45.64 48.29 27 11.81 12.88 14.57 16.15 18.11 36.74 40.11 43.19 46.96 49.64 28 12.46 13.56 15.31 16.93 18.94 37.92 41.34 44.46 48.28 50.99 29 13.12 14.26 16.05 17.71 19.77 39.09 42.56 45.72 49.59 52.34 30 13.79 14.95 16.79 18.49 20.60 40.26 43.77 46.98 50.89 53.67 40 20.71 22.16 24.43 26.51 29.05 51.81 55.76 59.34 63.69 66.77 50 27.99 29.71 32.36 34.76 37.69 63.17 67.50 71.42 76.15 79.49 60 35.53 37.48 40.48 43.19 46.46 74.40 79.08 83.30 88.38 91.95 70 43.28 45.44 48.76 51.74 53.33 85.53 90.53 95.02 100.4 104.2 80 51.17 53.54 57.15 60.39 64.28 96.58 101.9 106.6 112.3 116.3 90 59.20 61.75 65.65 69.13 73.29 107.6 113.1 118.1 124.1 128.3 100 67.33 70.06 74.22 77.93 82.36 118.5 124.3 129.6 135.8 140.2 EPA QA/G-9 Final QA00 Version A - 12 July 2000 TABLE A-9: PERCENTILES OF THE F DISTRIBUTION 1-a F1-a Degrees Freedom for Denom­ inator Degrees of Freedom for Numerator 1 2 3 4 5 6 7 8 9 10 12 15 20 24 30 60 120 4 1 .50 1.00 1.50 1.71 1.82 1.89 1.94 1.98 2.00 2.03 2.04 2.07 2.09 2.12 2.13 2.15 2.17 2.18 2.20 .90 39.9 49.5 53.6 55.8 57.2 58.2 58.9 59.4 59.9 60.2 60.7 61.2 61.7 62.0 62.3 62.8 63.1 63.3 .95 161 200 216 225 230 234 237 239 241 242 244 246 248 249 250 252 253 254 .975 648 800 864 900 922 937 948 957 963 969 977 985 993 997 1001 1010 1014 1018 .99 4052 5000 5403 5625 5764 5859 5928 5981 6022 6056 6106 6157 6209 6235 6261 6313 6339 6366 2 .50 0.667 1.00 1.13 1.21 1.25 1.28 1.30 1.32 1.33 1.34 1.36 1.38 1.39 1.40 1.41 1.43 1.43 1.44 .90 8.53 9.00 9.16 9.24 9.29 9.33 9.35 9.37 9.38 9.39 9.41 9.42 9.44 9.45 9.46 9.47 9.48 9.49 .95 18.5 19.0 19.2 19.2 19.3 19.3 19.4 19.4 19.4 19.4 19.4 19.4 19.4 19.5 19.5 19.5 19.5 19.5 .975 38.5 39.0 39.2 39.2 39.3 39.3 39.4 39.4 39.4 39.4 39.4 39.4 39.4 39.5 39.5 39.5 39.5 39.5 .99 98.5 99.0 99.2 99.2 99.3 99.3 99.4 99.4 99.4 99.4 99.4 99.4 99.4 99.5 99.5 99.5 99.5 99.5 3 .50 0.585 0.881 1.00 1.06 1.10 1.13 1.15 1.16 1.17 1.18 1.20 1.21 1.23 1.23 1.24 1.25 1.26 1.27 .90 5.54 5.46 5.39 5.34 5.31 5.28 5.27 5.25 5.24 5.23 5.22 5.20 5.18 5.18 5.17 5.15 5.14 5.13 .95 10.1 9.55 9.28 9.12 9.01 8.94 8.89 8.85 8.81 8.79 8.74 8.70 8.66 8.64 8.62 8.57 8.55 8.53 .975 17.4 16.0 15.4 15.1 14.9 14.7 14.6 14.5 14.5 14.4 14.3 14.3 14.2 14.1 14.1 14.0 13.9 13.9 .99 34.1 30.8 29.5 28.7 28.2 27.9 27.7 27.5 27.3 27.2 27.1 26.9 26.7 26.6 26.5 26.3 26.2 26.1 4 .50 0.549 0.828 0.941 1.00 1.04 1.06 1.08 1.09 1.10 1.11 1.13 1.14 1.15 1.16 1.16 1.18 1.18 1.19 .90 4.54 4.32 4.19 4.11 4.05 4.01 3.98 3.95 3.94 3.92 3.90 3.87 3.84 3.83 3.82 3.79 3.78 3.76 .95 7.71 6.94 6.59 6.39 6.26 6.16 6.09 6.04 6.00 5.96 5.91 5.86 5.80 5.77 5.75 5.69 5.66 5.63 .975 12.2 10.6 9.98 9.60 9.36 9.20 9.07 8.98 8.90 8.84 8.75 8.66 8.56 8.51 8.46 8.36 8.31 8.26 .99 21.2 18.0 16.7 16.0 15.5 15.2 15.0 14.8 14.7 14.5 14.4 14.2 14.0 13.9 13.8 13.7 13.6 13.5 .999 74.1 61.2 56.2 53.4 51.7 50.5 49.7 49.0 48.5 48.1 47.4 46.8 46.1 45.8 45.4 44.7 44.4 44.1 EPA QA/G-9 Final QA00 Version A - 13 July 2000 TABLE A-9: PERCENTILES OF THE F DISTRIBUTION 1-a F1-a Degrees Freedom for Denom­ inator Degrees of Freedom for Numerator 1 2 3 4 5 6 7 8 9 10 12 15 20 24 30 60 120 4 5 .50 0.528 0.799 0.907 0.965 1.00 1.02 1.04 1.05 1.06 1.07 1.09 1.10 1.11 1.12 1.12 1.14 1.14 1.15 .90 4.06 3.78 3.62 3.52 3.45 3.40 3.37 3.34 3.32 3.39 3.27 3.24 3.21 3.19 3.17 3.14 3.12 3.11 .95 6.61 5.79 5.41 5.19 5.05 4.95 4.88 4.82 4.77 4.74 4.68 4.62 4.56 4.53 4.50 4.43 4.40 4.37 .975 10.0 8.43 7.76 7.39 7.15 6.98 6.85 6.76 6.68 6.62 6.52 6.43 6.33 6.28 6.23 6.12 6.07 6.02 .99 16.3 13.3 12.1 11.4 11.0 10.7 10.5 10.3 10.2 10.1 9.89 9.72 9.55 9.47 9.38 9.20 9.11 9.02 .999 47.2 37.1 33.2 31.1 29.8 28.8 28.2 27.6 27.2 26.9 26.4 25.9 25.4 25.1 24.9 24.3 24.1 23.8 6 .50 0.515 0.780 0.886 0.942 0.977 1.00 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.09 1.10 1.11 1.12 1.12 .90 3.78 3.46 3.29 3.18 3.11 3.05 3.01 2.98 2.96 2.94 2.90 2.87 2.84 2.82 2.80 2.76 2.74 2.72 .95 5.99 5.14 4.76 4.53 4.39 4.28 4.21 4.15 4.10 4.06 4.00 3.94 3.87 3.84 3.81 3.74 3.70 3.67 .975 8.81 7.26 6.60 6.23 5.99 5.82 5.70 5.60 5.52 5.46 5.37 5.27 5.17 5.12 5.07 4.96 4.90 4.85 .99 22.8 10.9 9.78 9.15 8.75 8.47 8.26 8.10 7.98 7.87 7.72 7.56 7.40 7.31 7.23 7.06 6.97 6.88 .999 35.5 27.0 23.7 21.9 20.8 20.0 19.5 19.0 18.7 18.4 18.0 17.6 17.1 16.9 16.7 16.2 16.0 15.7 7 .50 0.506 .0767 0.871 0.926 0.960 0.983 1.00 1.01 1.02 1.03 1.04 1.05 1.07 1.07 1.08 1.09 1.10 1.10 .90 3.59 3.26 3.07 2.96 2.88 2.83 2.78 2.75 2.72 2.70 2.67 2.63 2.59 2.58 2.56 2.51 2.49 2.47 .95 5.59 4.74 4.35 4.12 3.97 3.87 3.79 3.73 3.68 3.64 3.57 3.51 3.44 3.41 3.38 3.30 3.27 3.23 .975 8.07 6.54 5.89 5.52 5.29 5.12 4.99 4.90 4.82 4.76 4.67 4.57 4.47 4.42 4.36 4.25 4.20 4.14 .99 12.2 9.55 8.45 7.85 7.46 7.19 6.99 6.84 6.72 6.62 6.47 6.31 6.16 6.07 5.99 5.82 5.74 5.65 .999 29.2 21.7 18.8 17.2 16.2 15.5 15.0 14.6 14.5 14.1 13.7 13.3 12.9 12.7 12.5 12.1 11.9 11.7 8 .50 0.499 0.757 0.860 0.915 0.948 0.971 0.988 1.00 1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.08 1.09 .90 3.46 3.11 2.92 2.81 2.73 2.67 2.62 2.59 2.56 2.54 2.50 2.46 2.42 2.40 2.38 2.34 2.32 2.29 .95 5.32 4.46 4.07 3.84 3.69 3.58 3.50 3.44 3.39 3.35 3.28 3.22 3.15 3.12 3.08 3.01 2.97 2.93 .975 7.57 6.06 5.42 5.05 4.82 4.65 4.53 4.43 4.36 4.30 4.20 4.10 4.00 3.95 3.89 3.78 3.73 3.67 .99 11.3 8.65 7.59 7.01 6.63 6.37 6.18 6.03 5.91 5.81 5.67 5.52 5.36 5.28 5.20 5.03 4.95 4.86 .999 25.4 18.5 15.8 14.4 13.5 12.9 12.4 12.0 11.8 11.5 11.2 10.8 10.5 10.3 10.1 9.73 9.53 9.33 EPA QA/G-9 Final QA00 Version A - 14 July 2000 TABLE A-9: PERCENTILES OF THE F DISTRIBUTION 1-a F1-a Degrees Freedom for Denom­ inator Degrees of Freedom for Numerator 1 2 3 4 5 6 7 8 9 10 12 15 20 24 30 60 120 4 9 .50 0.494 0.749 0.852 0.906 0.939 0.962 0.978 0.990 1.00 1.01 1.01 1.03 1.04 1.05 1.05 1.07 1.07 1.08 .90 3.36 3.01 2.81 2.69 2.61 2.55 2.51 2.47 2.44 2.42 2.38 2.34 2.30 2.28 2.25 2.21 2.18 2.16 .95 5.12 4.26 3.86 3.63 3.48 3.37 3.29 3.23 3.18 3.14 3.07 3.01 2.94 2.90 2.86 2.79 2.75 2.71 .975 7.21 5.71 5.08 4.72 4.48 4.32 4.20 4.10 4.03 3.96 3.87 3.77 3.67 3.61 3.56 3.45 3.39 3.33 .99 10.6 8.02 6.99 6.42 6.06 5.80 5.61 5.47 5.35 5.26 5.11 4.96 4.81 4.73 4.65 4.48 4.40 4.31 .999 22.9 16.4 13.9 12.6 11.7 11.1 10.7 10.4 10.1 9.89 9.57 9.24 8.90 8.72 8.55 8.19 8.00 7.81 10 .50 0.490 0.743 0.845 0.899 0.932 0.954 0.971 0.983 0.992 1.00 1.01 1.02 1.03 1.04 1.05 1.06 1.06 1.07 .90 3.29 2.92 2.73 2.61 2.52 2.46 2.41 2.38 2.35 2.32 2.28 2.24 2.20 2.18 2.16 2.11 2.08 2.06 .95 4.96 4.10 3.71 3.48 3.33 3.22 3.14 3.07 3.02 2.98 2.91 2.84 2.77 2.74 2.70 2.62 2.58 2.54 .975 6.94 5.46 4.83 4.47 4.24 4.07 3.95 3.85 3.78 3.72 3.62 3.52 3.42 3.37 3.31 3.20 3.14 3.08 .99 10.0 7.56 6.55 5.99 5.64 5.39 5.20 5.06 4.94 4.85 4.71 4.56 4.41 4.33 4.25 4.08 4.00 3.91 .999 21.0 14.9 12.6 11.3 10.5 9.93 9.52 9.20 8.96 8.75 8.45 8.13 7.80 7.64 7.47 7.12 6.94 6.76 12 .50 0.484 0.735 0.835 0.888 0.921 0.943 0.959 0.972 0.981 0.989 1.00 1.01 1.02 1.03 1.03 1.05 1.05 1.06 .90 3.18 2.81 2.61 2.48 2.39 2.33 2.28 2.24 2.21 2.19 2.15 2.10 2.06 2.04 2.01 1.96 1.93 1.90 .95 4.75 3.89 3.49 3.26 3.11 3.00 2.91 2.85 2.80 2.75 2.69 2.62 2.54 2.51 2.47 2.38 2.34 2.30 .975 6.55 5.10 4.47 4.12 3.89 3.73 3.61 3.51 3.44 3.37 3.28 3.18 3.07 3.02 2.96 2.85 2.79 2.72 .99 9.33 6.93 5.95 5.41 5.06 4.82 4.64 4.50 4.39 4.30 4.16 4.01 3.86 3.78 3.70 3.54 3.45 3.36 .999 18.6 13.0 10.8 9.63 8.89 8.38 8.00 7.71 7.48 7.29 7.00 6.71 6.40 6.25 6.09 5.76 5.59 5.42 15 .50 0.478 0.726 0.826 0.878 0.911 0.933 0.949 0.960 0.970 0.977 0.989 1.00 1.01 1.02 1.02 1.03 1.04 1.05 .90 3.07 2.70 2.49 2.36 2.27 2.21 2.16 2.12 2.09 2.06 2.02 1.97 1.92 1.90 1.87 1.82 1.79 1.76 .95 4.54 3.68 3.29 3.06 2.90 2.79 2.71 2.64 2.59 2.54 2.48 2.40 2.33 2.29 2.25 2.16 2.11 2.07 .975 6.20 4.77 4.15 3.80 3.58 3.41 3.29 3.20 3.12 3.06 2.96 2.86 2.76 2.70 2.64 2.52 2.46 2.40 .99 8.68 6.36 5.42 4.89 4.56 4.32 4.14 4.00 3.89 3.80 3.67 3.52 3.37 3.29 3.21 3.05 2.96 2.87 .999 16.6 11.3 9.34 8.25 7.57 7.09 6.74 6.47 6.26 6.08 5.81 5.54 5.25 5.10 4.95 4.64 4.48 4.31 EPA QA/G-9 Final QA00 Version A - 15 July 2000 TABLE A-9: PERCENTILES OF THE F DISTRIBUTION 1-a F1-a Degrees Freedom for Denom­ inator Degrees of Freedom for Numerator 1 2 3 4 5 6 7 8 9 10 12 15 20 24 30 60 120 4 20 .50 0.472 0.718 0.816 0.868 0.900 0.922 0.938 0.950 0.959 0.966 0.977 0.989 1.00 1.01 1.01 1.02 1.03 1.03 .90 2.97 2.59 2.38 2.25 2.16 2.09 2.04 2.00 1.96 1.94 1.89 1.84 1.79 1.77 1.74 1.68 1.64 1.61 .95 4.35 3.49 3.10 2.87 2.71 2.60 2.51 2.45 2.39 2.35 2.28 2.20 2.12 2.08 2.04 1.95 1.90 1.84 .975 5.87 4.46 3.86 3.51 3.29 3.13 3.01 2.91 2.84 2.77 2.68 2.57 2.46 2.41 2.35 2.22 2.16 2.09 .99 8.10 5.85 4.94 4.43 4.10 3.87 3.70 3.56 3.46 3.37 3.23 3.09 2.94 2.86 2.78 2.61 2.52 2.42 .999 14.8 9.95 8.10 7.10 6.46 6.02 5.69 5.44 5.24 5.08 4.82 4.56 4.29 4.15 4.00 3.70 3.54 3.38 24 .50 0.469 0.714 0.812 0.863 0.895 0.917 0.932 0.944 0.953 0.961 0.972 0.983 0.994 1.00 1.01 1.02 1.02 1.03 .90 2.93 2.54 2.33 2.19 2.10 2.04 1.98 1.94 1.91 1.88 1.83 1.78 1.73 1.70 1.67 1.61 1.57 1.53 .95 4.26 3.40 3.01 2.78 2.62 2.51 2.42 2.36 2.30 2.25 2.18 2.11 2.03 1.98 1.94 1.84 1.79 1.73 .975 5.72 4.32 3.72 3.38 3.15 2.99 2.87 2.78 2.70 2.64 2.54 2.44 2.33 2.27 2.21 2.08 2.01 1.94 .99 7.82 6.66 4.72 4.22 3.90 3.67 3.50 3.36 3.26 3.17 3.03 2.89 2.74 2.66 2.58 2.40 2.31 2.21 .999 14.0 9.34 7.55 6.59 5.98 5.55 5.23 4.99 4.80 4.64 4.39 4.14 3.87 3.74 3.59 3.29 3.14 2.97 30 .50 0.466 0.709 0.807 0.858 0.890 0.912 0.927 0.939 0.948 0.955 0.966 0.978 0.989 0.994 1.00 1.01 1.02 1.02 .90 2.88 2.49 2.28 2.14 2.05 1.98 1.93 1.88 1.85 1.82 1.77 1.72 1.62 1.64 1.61 1.54 1.50 1.46 .95 4.17 3.32 2.92 2.69 2.53 2.42 2.33 2.27 2.21 2.16 2.09 2.01 1.93 1.89 1.84 1.74 1.68 1.62 .975 5.57 4.18 3.59 3.25 3.03 2.87 2.75 2.65 2.57 2.51 2.41 2.31 2.20 2.14 2.07 1.94 1.87 1.79 .99 7.56 5.39 4.51 4.02 3.70 3.47 3.30 3.17 3.07 2.98 2.84 2.70 2.55 2.47 2.39 2.21 2.11 2.01 .999 13.3 8.77 7.05 6.12 5.53 5.12 4.82 4.58 4.39 4.24 4.00 3.75 3.49 3.36 3.22 2.92 2.76 2.59 60 .50 0.461 0.701 0.798 0.849 0.880 0.901 0.917 0.928 0.937 0.945 0.956 0.967 0.978 0.983 0.989 1.00 1.01 1.01 .90 2.79 2.39 2.18 2.04 1.95 1.87 1.82 1.77 1.74 1.71 1.66 1.60 1.54 1.51 1.48 1.40 1.35 1.29 .95 4.00 3.15 2.76 2.53 2.37 2.25 2.17 2.10 2.04 1.99 1.92 1.84 1.75 1.70 1.65 1.53 1.47 1.39 .975 5.29 3.93 3.34 3.01 2.79 2.63 2.51 2.41 2.33 2.27 2.17 2.06 1.94 1.88 1.82 1.67 1.58 1.48 .99 7.08 4.98 4.13 3.65 3.34 3.12 2.95 2.82 2.72 2.63 2.50 2.35 2.20 2.12 2.03 1.84 1.73 1.60 .999 12.0 7.77 6.17 5.31 4.76 4.37 4.09 3.86 3.69 3.54 3.32 3.08 2.83 2.69 2.55 2.25 2.08 1.89 EPA QA/G-9 Final QA00 Version A - 16 July 2000 TABLE A-9: PERCENTILES OF THE F DISTRIBUTION 1-a F1-a Degrees Freedom for Denom­ inator Degrees of Freedom for Numerator 1 2 3 4 5 6 7 8 9 10 12 15 20 24 30 60 120 4 120 . 90 2.75 2.35 2.13 1.99 1.90 1.82 1.77 1.72 1.68 1.65 1.60 1.55 1.48 1.45 1.41 1.32 1.26 1.19 .95 3.92 3.07 2.68 2.45 2.29 2.18 2.09 2.02 1.96 1.91 1.83 1.75 1.66 1.61 1.55 1.43 1.35 1.25 .975 5.15 3.80 3.23 2.89 2.67 2.52 2.39 2.30 2.22 2.16 2.05 1.95 1.82 1.76 1.69 1.53 1.43 1.31 .99 6.85 4.79 3.95 3.48 3.17 2.96 2.79 2.66 2.56 2.47 2.34 2.19 2.03 1.95 1.86 1.66 1.53 1.38 .999 11.4 7.32 5.78 4.95 4.42 4.04 3.77 3.55 3.38 3.24 3.02 2.78 2.53 2.40 2.26 1.95 1.77 1.54 4 .90 2.71 2.30 2.08 1.94 1.85 1.77 1.72 1.67 1.63 1.60 1.55 1.49 1.42 1.38 1.34 1.24 1.17 1.00 .95 3.84 3.00 2.60 2.37 2.21 2.10 2.01 1.94 1.88 1.83 1.75 1.67 1.57 1.52 1.46 1.32 1.22 1.00 .975 5.02 3.69 3.12 2.79 2.57 22.41 2.29 2.19 2.11 2.05 1.94 1.83 1.71 1.64 1.57 1.39 1.27 1.00 .99 6.63 4.61 3.78 3.32 3.02 2.80 2.64 2.51 2.41 2.32 2.18 2.04 1.88 1.79 1.70 1.47 1.32 1.00 .999 10.8 6.91 5.42 4.62 4.10 3.74 3.47 3.27 3.10 2.96 2.74 2.51 2.27 2.13 1.99 1.66 1.45 1.00 EPA QA/G-9 Final QA00 Version A - 17 July 2000 8 ( ( TABLE A-10: VALUES OF THE PARAMETER ˆ8 FOR COHEN'S ESTIMATES ADJUSTING FOR NONDETECTED VALUES ( .01 .02 .03 .04 .05 .06 h .07 .08 .09 .10 .15 .20 .00 .010100 .020400 .030902 .041583 .052507 .063625 .074953 .08649 .09824 .11020 .17342 .24268 .05 .010551 .021294 .032225 .043350 .054670 .066159 .077909 .08983 .10197 .11431 .17925 .25033 .10 .010950 .022082 .033398 .044902 .056596 .068483 .080563 .09285 .10534 .11804 .18479 .25741 .15 .011310 .022798 .034466 .046318 .058356 .070586 .083009 .09563 .10845 .12148 .18985 .26405 .20 .011642 .023459 .035453 .047829 .059990 .072539 .085280 .09822 .11135 .12469 .19460 .27031 .25 .011952 .024076 .036377 .048858 .061522 .074372 .087413 .10065 .11408 .12772 .19910 .27626 .30 .012243 .024658 .037249 .050018 .062969 .076106 .089433 .10295 .11667 .13059 .20338 .28193 .35 .012520 .025211 .038077 .051120 .064345 .077736 .091355 .10515 .11914 .13333 .20747 .28737 .40 .012784 .025738 .038866 .052173 .065660 .079332 .093193 .10725 .12150 .13595 .21129 .29250 .45 .013036 .026243 .039624 .053182 .066921 .080845 .094958 .10926 .12377 .13847 .21517 .29765 .50 .013279 .026728 .040352 .054153 .068135 .082301 .096657 .11121 .12595 .14090 .21882 .30253 .55 .013513 .027196 .041054 .055089 .069306 .083708 .098298 .11208 .12806 .14325 .22225 .30725 .60 .013739 .027849 .041733 .055995 .070439 .085068 .099887 .11490 .13011 .14552 .22578 .31184 .65 .013958 .028087 .042391 .056874 .071538 .086388 .10143 .11666 .13209 .14773 .22910 .31630 .70 .014171 .028513 .043030 .057726 .072505 .087670 .10292 .11837 .13402 .14987 .23234 .32065 .75 .014378 .029927 .043652 .058556 .073643 .088917 .10438 .12004 .13590 .15196 .23550 .32489 .80 .014579 .029330 .044258 .059364 .074655 .090133 .10580 .12167 .13775 .15400 .23858 .32903 .85 .014773 .029723 .044848 .060153 .075642 .091319 .10719 .12225 .13952 .15599 .24158 .33307 .90 .014967 .030107 .045425 .060923 .075606 .092477 .10854 .12480 .14126 .15793 .24452 .33703 .95 .015154 .030483 .045989 .061676 .077549 .093611 .10987 .12632 .14297 .15983 .24740 .34091 1.00 .015338 .030850 .046540 .062413 .078471 .094720 .11116 .12780 .14465 .16170 .25022 .34471 ( .25 .30 .35 .40 .45 .50 h .55 .60 .65 .70 .80 .90 .00 .31862 .4021 .4941 .5961 .7096 .8388 .9808 1.145 1.336 1.561 2.176 3.283 .05 .32793 .4130 .5066 .6101 .7252 .8540 .9994 1.166 1.358 1.585 2.203 3.314 .10 .33662 .4233 .5184 .6234 .7400 .8703 1.017 1.185 1.379 1.608 2.229 3.345 .15 .34480 .4330 .5296 .6361 .7542 .8860 1.035 1.204 1.400 1.630 2.255 3.376 .20 .35255 .4422 .5403 .6483 .7673 .9012 1.051 1.222 1.419 1.651 2.280 3.405 .25 .35993 .4510 .5506 .6600 .7810 .9158 1.067 1.240 1.439 1.672 2.305 3.435 .30 .36700 .4595 .5604 .6713 .7937 .9300 1.083 1.257 1.457 1.693 2.329 3.464 .35 .37379 .4676 .5699 .6821 .8060 .9437 1.098 1.274 1.475 1.713 2.353 3.492 .40 .38033 .4735 .5791 .6927 .8179 .9570 1.113 1.290 1.494 1.732 2.376 3.520 .45 .38665 .4831 .5880 .7029 .8295 .9700 1.127 1.306 1.511 1.751 2.399 3.547 .50 .39276 .4904 .5967 .7129 .8408 .9826 1.141 1.321 1.528 1.770 2.421 3.575 .55 .39679 .4976 .6061 .7225 .8517 .9950 1.155 1.337 1.545 1.788 2.443 3.601 .60 .40447 .5045 .6133 .7320 .8625 1.007 1.169 1.351 1.561 1.806 2.465 3.628 .65 .41008 .5114 .6213 .7412 .8729 1.019 1.182 1.368 1.577 1.824 2.486 3.654 .70 .41555 .5180 .6291 .7502 .8832 1.030 1.195 1.380 1.593 1.841 2.507 3.679 .75 .42090 .5245 .6367 .7590 .8932 1.042 1.207 1.394 1.608 1.851 2.528 3.705 .80 .42612 .5308 .6441 .7676 .9031 1.053 1.220 1.408 1.624 1.875 2.548 3.730 .85 .43122 .5370 .6515 .7781 .9127 1.064 1.232 1.422 1.639 1.892 2.568 3.754 .90 .43622 .5430 .6586 .7844 .9222 1.074 1.244 1.435 1.653 1.908 2.588 3.779 .95 .44112 .5490 .6656 .7925 .9314 1.085 1.255 1.448 1.668 1.924 2.607 3.803 1.00 .44592 .5548 .6724 .8005 .9406 1.095 1.287 1.461 1.882 1.940 2.626 3.827 EPA QA/G-9 Final QA00 Version A - 18 July 2000 TABLE A-11: PROBABILITIES FOR THE SMALL-SAMPLE MANN-KENDALL TEST FOR TREND S n S n 4 5 8 9 6 7 10 0 0.625 0.592 0.548 0.540 1 0.500 0.500 0.500 2 0.375 0.408 0.452 0.460 3 0.360 0.386 0.431 4 0.167 0.242 0.360 0.381 5 0.235 0.281 0.364 6 0.042 0.117 0.274 0.306 7 0.136 0.191 0.300 8 0.042 0.199 0.238 9 0.068 0.119 0.242 10 0.0083 0.138 0.179 11 0.028 0.068 0.190 12 0.089 0.130 13 0.0083 0.035 0.146 14 0.054 0.090 15 0.0014 0.015 0.108 16 0.031 0.060 17 0.0054 0.078 18 0.016 0.038 19 0.0014 0.054 20 0.0071 0.022 21 0.00020 0.036 22 0.0028 0.012 23 0.023 24 0.00087 0.0063 25 0.014 26 0.00019 0.0029 27 0.0083 28 0.000025 0.0012 29 0.0046 30 0.00043 31 0.0023 32 0.00012 33 0.0011 34 0.000025 35 0.00047 36 0.0000028 37 0.00018 39 0.000058 41 0.000015 43 0.0000028 45 0.00000028 EPA QA/G-9 Final QA00 Version A - 19 July 2000 TABLE A-12. QUANTILES FOR THE WALD-WOLFOWITZ TEST FOR RUNS n m W0.01 W0.05 W0.10 4 4 --3 5 --3 6 -3 4 7 -3 4 8 -3 4 9 -3 4 10 -4 5 11 3 4 5 12 3 4 5 13 3 4 5 14 3 5 6 15 3 5 6 16 4 5 6 17 4 5 6 18 4 5 6 19 4 5 6 20 4 5 6 n m W0.01 W0.05 W0.10 5 5 3 4 4 6 3 4 4 7 3 4 5 8 3 4 5 9 3 4 5 10 4 4 5 11 4 5 6 12 4 5 6 13 4 5 6 14 5 6 6 15 5 6 7 16 5 6 7 17 5 6 7 18 5 6 7 19 5 6 7 20 5 6 7 n m W0.01 W0.05 W0.10 6 6 3 4 5 7 4 5 6 8 4 5 6 9 4 5 6 10 4 6 7 11 5 6 7 12 5 6 7 13 5 7 8 14 5 7 8 15 5 7 8 16 6 7 8 17 6 7 8 18 6 7 8 19 6 7 8 20 6 7 8 n m W0.01 W0.05 W0.1 0 7 8 4 5 6 9 4 5 6 10 4 6 7 11 5 6 7 12 5 6 7 13 5 7 7 14 5 7 8 15 6 7 8 16 6 7 8 17 6 8 8 18 7 8 9 19 7 8 9 20 7 8 9 EPA QA/G-9 Final QA00 Version A - 20 July 2000 TABLE A-12. QUANTILES FOR THE WALD-WOLFOWITZ TEST FOR RUNS n m W0.01 W0.05 W0.10 8 8 5 6 6 9 5 6 7 10 5 7 7 11 6 7 8 12 6 7 8 13 6 7 8 14 6 8 8 15 6 8 9 16 7 8 9 17 7 8 9 18 7 9 10 19 7 9 10 20 7 9 10 n m W0.01 W0.05 W0.10 9 9 5 6 7 10 6 7 8 11 6 7 8 12 6 7 8 13 7 8 9 14 7 8 9 15 7 9 9 16 7 9 10 17 8 9 10 18 8 9 10 19 8 10 11 20 8 10 11 n m W0.01 W0.05 W0.10 10 10 7 8 9 11 7 8 9 12 7 8 9 13 7 9 10 14 8 9 10 15 8 9 10 16 8 9 11 17 8 10 11 18 9 10 11 19 9 11 12 20 9 11 12 n m W0.01 W0.05 W0.1 0 11 11 7 8 9 12 7 8 9 13 7 9 10 14 8 9 10 15 8 9 10 16 8 10 11 17 9 10 11 18 9 10 11 19 9 11 12 20 9 11 12 12 12 7 9 10 13 13 9 10 11 14 14 9 11 12 15 15 8 10 11 13 8 10 10 14 9 11 12 15 9 11 12 16 9 11 12 14 8 10 10 15 10 11 12 16 10 11 13 17 10 12 13 15 8 10 11 16 10 11 12 17 10 12 13 18 10 12 14 16 9 11 12 17 10 11 12 18 10 12 13 19 11 13 15 17 9 11 12 18 10 11 13 19 11 13 14 20 12 14 16 EPA QA/G-9 Final QA00 Version A - 21 July 2000 TABLE A-12. QUANTILES FOR THE WALD-WOLFOWITZ TEST FOR RUNS n m W0.01 W0.05 W0.10 18 9 11 12 19 10 12 13 20 10 12 13 16 16 10 12 13 17 11 13 14 18 11 13 14 19 12 14 15 20 13 14 16 n m W0.01 W0.05 W0.10 19 10 12 13 20 11 12 13 n m W0.01 W0.05 W0.10 20 11 13 14 n m W0.01 W0.05 W0.1 0 17 17 11 13 14 18 11 13 15 19 12 14 16 20 12 14 16 18 18 13 14 16 19 13 14 16 20 14 15 16 19 19 14 16 17 20 14 16 17 20 20 143 16 17 When n or m is greater than 20 the Wp quantile is given by: 2mn ö÷ + Zp 2mn(2mn -m -n )Wp = ��1 +Ł m + n ø (m + n )2 (m + n -1) where Zp is the appropriate quantile from the standard normal (see last row of Table A-1). EPA QA/G-9 Final QA00 Version A - 22 July 2000 ! TABLE A-13. MODIFIED QUANTILE TEST CRITICAL NUMBERS LEVEL OF SIGNIFICANCE (!) APPROXIMATELY 0.10 n = number of measurements population 1 m = n u m b e r o f m e a s u r e m e n t s p o p u l a t i o n 2 5 6 7 8 90 10 11 12 13 14 15 16 17 18 19 20 5 3 3 4 4 5 5 5 6 6 7 7 7 8 8 8 8 6 3 3 3 4 4 4 4 5 5 6 6 7 7 8 8 8 7 2 2 3 3 4 4 4 4 5 5 6 6 6 7 7 7 8 2 2 3 3 3 4 4 4 4 5 5 5 5 6 6 6 9 2 2 3 3 3 3 4 4 4 4 5 5 5 5 5 6 10 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 11 2 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 12 2 2 2 2 2 2 3 3 3 3 4 4 4 4 5 5 13 2 2 2 2 2 2 2 3 3 3 3 4 4 4 4 4 14 2 2 2 2 2 2 2 2 3 3 3 3 4 4 4 4 15 2 2 2 2 2 2 2 2 2 3 3 3 3 4 4 4 16 2 2 2 2 2 2 2 2 2 2 3 3 3 3 4 4 17 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 19 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 20 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 EPA QA/G-9 Final QA00 Version A - 23 July 2000 ! TABLE A-13. MODIFIED QUANTILE TEST CRITICAL NUMBERS (CONTINUED) LEVEL OF SIGNIFICANCE (!) APPROXIMATELY 0.10 n = number of measurements population 1 m = n u m b e r o f m e a s u r e m e n t s p o p u l a t i o n 2 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 25 3 4 4 5 5 5 6 6 7 7 8 8 8 9 9 10 30 3 3 4 4 5 5 5 6 6 6 7 7 7 8 8 8 35 3 3 3 4 4 4 5 5 5 6 6 6 6 7 7 7 40 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 45 3 3 3 3 4 4 4 4 4 5 5 5 5 6 6 6 50 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 55 2 3 3 3 3 3 4 4 4 4 4 4 5 5 5 5 60 2 2 3 3 3 3 3 4 4 4 4 4 4 5 5 5 65 2 2 3 3 3 3 3 3 4 4 4 4 4 4 5 5 70 2 2 2 3 3 3 3 3 3 4 4 4 4 4 4 4 75 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 4 80 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 85 2 2 2 2 2 3 3 3 3 3 3 3 4 4 4 4 90 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 95 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 4 100 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 4 EPA QA/G-9 Final QA00 Version A - 24 July 2000 % TABLE A-13. MODIFIED QUANTILE TEST CRITICAL NUMBERS (CONTINUED) LEVEL OF SIGNIFICANCE (%) APPROXIMATELY 0.05 n = number of measurements population 1 m = n u m b e r o f m e a s u r e m e n t s p o p u l a t i o n 2 5 6 7 8 90 10 11 12 13 14 15 16 17 18 19 20 5 4 4 5 5 6 6 6 7 7 8 8 8 9 9 10 10 6 4 4 4 5 5 5 5 6 6 7 7 8 8 9 9 9 7 3 4 4 4 5 5 5 5 6 6 7 7 7 8 8 8 8 3 3 4 4 4 5 5 5 5 6 6 6 6 7 7 7 9 3 3 3 4 4 4 5 5 5 5 6 6 6 6 6 6 10 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 11 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 12 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 13 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 5 14 2 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 15 2 2 3 3 3 3 3 3 3 4 4 4 4 5 5 5 16 2 2 2 3 3 3 3 3 3 3 4 4 4 4 5 5 17 2 2 2 2 3 3 3 3 3 3 3 4 4 4 4 4 18 2 2 2 2 2 3 3 3 3 3 3 3 4 4 4 4 19 2 2 2 2 2 2 3 3 3 3 3 3 3 4 4 4 20 2 2 2 2 2 2 2 3 3 3 3 3 3 3 4 4 EPA QA/G-9 Final QA00 Version A - 25 July 2000 % TABLE A-13. MODIFIED QUANTILE TEST CRITICAL NUMBERS (CONTINUED) LEVEL OF SIGNIFICANCE (%) APPROXIMATELY 0.05 n = number of measurements population 1 m = n u m b e r o f m e a s u r e m e n t s p o p u l a t i o n 2 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 25 4 4 5 6 7 7 8 8 8 9 9 10 10 11 11 12 30 4 4 5 5 6 6 7 7 8 8 9 9 9 10 10 11 35 3 4 4 5 5 6 6 6 7 7 8 8 8 9 9 10 40 3 4 4 4 5 5 5 6 6 7 7 7 8 8 8 9 45 3 4 4 4 4 5 5 5 6 6 6 7 7 7 8 8 50 3 3 4 4 4 4 5 5 5 5 6 6 6 7 7 7 55 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 60 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 65 2 3 3 3 3 4 4 4 4 5 5 5 5 5 6 6 70 2 3 3 3 3 3 4 4 4 4 5 5 5 5 5 6 75 2 3 3 3 3 3 3 4 4 4 5 5 5 5 5 5 80 2 3 3 3 3 3 3 3 4 4 4 5 5 5 5 5 85 2 2 3 3 3 3 3 3 3 4 4 4 5 5 5 5 90 2 2 2 3 3 3 3 3 3 3 4 4 4 5 5 5 95 2 2 2 2 3 3 3 3 3 3 3 4 4 4 5 5 100 2 2 2 2 2 3 3 3 3 3 3 3 4 4 4 5 EPA QA/G-9 Final QA00 Version A - 26 July 2000 TABLE A-14. DUNNETT’S TEST (ONE TAILED) TOTAL NUMBER OF INVESTIGATED GROUPS (K - 1) De g r e e s o f F r e e d o m " 2 3 4 5 6 7 8 9 10 12 14 16 2 .05 .10 3.80 2.54 4.34 2.92 4.71 3.20 5.08 3.40 5.24 3.57 5.43 3.71 5.60 3.83 5.75 3.94 5.88 4.03 6.11 4.19 6.29 4.32 6.45 4.44 3 .05 .10 2.94 2.13 3.28 2.41 3.52 2.61 3.70 2.76 3.85 2.87 3.97 2.97 4.08 3.06 4.17 3.13 4.25 3.20 4.39 3.31 4.51 3.41 4.61 3.49 4 .05 .10 2.61 1.96 2.88 2.20 3.08 2.37 3.22 2.50 3.34 2.60 3.44 2.68 3.52 2.75 3.59 2.82 3.66 2.87 3.77 2.97 3.86 3.05 3.94 3.11 5 .05 .10 2.44 1.87 2.68 2.09 2.85 2.24 2.98 2.36 3.08 2.45 3.16 2.53 3.24 2.59 3.30 2.65 3.36 2.70 3.45 2.78 3.53 2.86 3.60 2.92 6 .05 .10 2.34 1.82 2.56 2.02 2.71 2.17 2.83 2.27 2.92 2.36 3.00 2.43 3.06 2.49 3.12 2.54 3.17 2.59 3.26 2.67 3.33 2.74 3.48 2.79 7 .05 .10 2.27 1.78 2.48 1.98 2.82 2.11 2.73 2.22 2.81 2.30 2.89 2.37 2.95 2.42 3.00 2.47 3.05 2.52 3.13 2.59 3.20 2.66 3.26 2.71 8 .05 .10 2.22 1.75 2.42 1.94 2.55 2.08 2.66 2.17 2.74 2.25 2.81 2.32 2.87 2.38 2.92 2.42 2.96 2.47 3.04 2.54 3.11 2.60 3.16 2.65 9 .05 .10 2.18 1.73 2.37 1.92 2.50 2.05 2.60 2.14 2.68 2.22 2.75 2.28 2.81 2.34 2.86 2.39 2.90 2.43 2.97 2.50 3.04 2.56 3.09 2.61 10 .05 .10 2.15 1.71 2.34 1.90 2.47 2.02 2.56 2.12 2.64 2.19 2.70 2.26 2.76 2.31 2.81 2.35 2.85 2.40 2.92 2.46 2.98 2.52 3.03 2.57 12 .05 .10 2.11 1.69 2.29 1.87 2.41 1.99 2.50 2.08 2.58 2.16 2.64 2.22 2.69 2.27 2.74 2.31 2.78 2.35 2.84 2.42 2.90 2.47 2.95 2.52 16 .05 .10 2.06 1.66 2.23 1.83 2.34 1.95 2.43 2.04 2.50 2.11 2.56 2.17 2.61 2.22 2.65 2.26 2.69 2.30 2.75 2.36 2.81 2.41 2.85 2.46 EPA QA/G-9 Final QA00 Version A - 27 July 2000 TABLE A-14. DUNNETT’S TEST (ONE TAILED) (CONTINUED) TOTAL NUMBER OF INVESTIGATED GROUPS (K - 1) De g r e e s o f F r e e d o m " 2 3 4 5 6 7 8 9 10 12 14 16 20 .05 .10 2.03 1.64 2.19 1.81 2.30 1.93 2.39 2.01 2.46 2.08 2.51 2.14 2.56 2.19 2.60 2.23 2.64 2.26 2.70 2.33 2.75 2.38 2.80 2.42 24 .05 .10 2.01 1.63 2.17 2.80 2.28 1.91 2.36 2.00 2.43 2.06 2.48 2.12 2.53 2.17 2.57 2.21 2.60 2.24 2.66 2.30 2.72 2.35 2.76 2.40 30 .05 .10 1.99 1.62 2.15 1.79 2.25 1.90 2.34 1.98 2.40 2.05 2.45 2.10 2.50 2.15 2.54 2.19 2.57 2.22 2.63 2.28 2.68 2.33 2.72 2.37 40 .05 .10 1.97 1.61 2.13 1.77 2.23 1.88 2.31 1.96 2.37 2.03 2.42 2.08 2.47 2.13 2.51 2.17 2.54 2.20 2.60 2.26 2.65 2.31 2.69 2.35 50 .05 .10 1.96 1.61 2.11 1.77 2.22 1.88 2.29 1.96 2.32 2.02 2.41 2.07 2.45 2.12 2.49 2.16 2.52 2.19 2.58 2.25 2.63 2.30 2.67 2.34 60 .05 .10 1.95 1.60 2.10 1.76 2.21 1.87 2.28 1.95 2.34 2.01 2.40 2.06 2.44 2.11 2.48 2.15 2.51 2.18 2.57 2.24 2.61 2.29 2.65 2.33 70 .05 .10 1.95 1.60 2.10 1.76 2.21 1.87 2.28 1.95 2.34 2.01 2.40 2.06 2.44 2.11 2.48 2.15 2.51 2.18 2.56 2.24 2.61 2.29 2.65 2.33 80 .05 .10 1.94 1.60 2.10 1.76 2.20 1.87 2.28 1.95 2.34 2.01 2.39 2.06 2.43 2.10 2.47 2.15 2.50 2.18 2.55 2.23 2.60 2.28 2.64 2.32 90 .05 .10 1.94 1.60 2.09 1.76 2.20 1.86 2.27 1.94 2.33 2.00 2.39 2.06 2.43 2.10 2.47 2.14 2.50 2.17 2.55 2.23 2.60 2.28 2.63 2.31 100 .05 .10 1.93 1.59 2.08 1.75 2.18 1.85 2.27 1.93 2.33 1.99 2.38 2.05 2.42 2.09 2.46 2.14 2.49 2.17 2.54 2.22 2.59 2.27 2.63 2.31 120 .05 .10 1.93 1.59 2.08 1.75 2.18 1.85 2.26 1.93 2.32 1.99 2.37 2.05 2.41 2.09 2.45 2.13 2.48 2.16 2.53 2.22 2.58 2.27 2.62 2.31 4 .05 .10 1.92 1.58 2.06 1.73 2.16 1.84 2.23 1.92 2.29 1.98 2.34 2.03 2.38 2.07 2.42 2.11 2.45 2.14 2.50 2.20 2.55 2.24 2.58 2.28 EPA QA/G-9 Final QQA00 Version A - 28 May 2000 "TABLE A-15. APPROXIMATE "-LEVEL CRITICAL POINTS FOR RANK VON NEUMANN RATIO TEST n/" .050 .100 4 5 0.70 0.60 6 0.80 0.97 7 0.86 1.11 8 0.93 1.14 9 0.98 1.18 10 1.04 1.23 11 1.08 1.26 12 1.11 1.29 13 1.14 1.32 14 1.17 1.34 15 1.19 1.36 16 1.21 1.38 17 1.24 1.40 18 1.26 1.41 19 1.27 1.43 20 1.29 1.44 21 1.31 1.45 22 1.32 1.46 23 1.33 1.48 24 1.35 1.49 25 1.36 1.50 26 1.37 1.51 27 1.38 1.51 28 1.39 1.52 29 1.40 1.53 30 1.41 1.54 32 1.43 1.55 34 1.45 1.57 36 1.46 1.58 38 1.48 1.59 40 1.49 1.60 42 1.50 1.61 44 1.51 1.62 46 1.52 1.63 48 1.53 1.63 50 1.54 1.64 55 1.56 1.66 60 1.58 1.67 65 1.60 1.68 70 1.61 1.70 75 1.62 1.71 80 1.64 1.71 85 1.65 1.72 90 1.66 1.73 95 1.66 1.74 100 1.67 1.74 EPA QA/G-9 Final QA00 Version A - 29 July 2000 This page is intentionally blank. EPA QA/G-9 Final QA00 Version A - 30 July 2000 APPENDIX B REFERENCES EPA QA/G-9 Final QA00 Version B - 1 July 2000 APPENDIX B: REFERENCES This appendix provides references for the topics and procedures described in this document. The references are broken into three groups: Primary, Basic Statistics Textbooks, and Secondary. This classification does not refer in any way to the subject matter content but to the relevance to the intended audience for this document, ease in understanding statistical concepts and methodologies, and accessability to the non-statistical community. Primary references are those thought to be of particular benefit as hands-on material, where the degree of sophistication demanded by the writer seldom requires extensive training in statistics; most of these references should be on an environmental statistician’s bookshelf. Users of this document are encouraged to send recommendations on additional references to the address listed in the Foreword. Some sections within the chapters reference materials found in most introductory statistics books. This document uses Walpole and Myers (1985), Freedman, Pisani, Purves, and Adhakari (1991), Mendenhall (1987), and Dixon and Massey (1983). Table B-1 (at the end of this appendix) lists specific chapters in these books where topics contained in this guidance may be found. This list could be extended much further by use of other basic textbooks; this is acknowledged by the simple statement that further information is available from introductory text books. Some important books specific to the analysis of environmental data include: Gilbert (1987), an excellent all-round handbook having strength in sampling, estimation, and hot-spot detection; Gibbons (1994), a book specifically concentrating on the application of statistics to groundwater problems with emphasis on method detection limits, censored data, and the detection of outliers; and Madansky (1988), a slightly more theoretical volume with important chapters on the testing for Normality, transformations, and testing for independence. In addition, Ott (1995) describes modeling, probabilistic processes, and the Lognormal distribution of contaminants, and Berthouex and Brown (1994) provide an engineering approach to problems including estimation, experimental design and the fitting of models. B.1 CHAPTER 1 Chapter 1 establishes the framework of qualitative and quantitative criteria against which the data that has been collected will be assessed. The most important feature of this chapter is the concept of the test of hypotheses framework which is described in any introductory textbook. A non-technical exposition of hypothesis testing is also to be found in U.S. EPA (1994a, 1994b) which provides guidance on planning for environmental data collection. An application of the DQO Process to geostatistical error management may be found in Myers (1997). A full discussion of sampling methods with the attendant theory are to be found in Gilbert (1987) and a shorter discussion may be found in U.S. EPA (1989). Cochran (1966) and Kish (1965) also provide more advanced theoretical concepts but may require the assistance of a statistician for full comprehension. More sophisticated sampling designs such as composite EPA QA/G-9 Final QA00 Version B - 2 July 2000 sampling, adaptive sampling, and ranked set sampling, will be discussed in future Agency guidance. B.2 CHAPTER 2 Standard statistical quantities and graphical representations are discussed in most introductory statistics books. In addition, Berthouex & Brown (1994) and Madansky (1988) both contain thorough discussions on the subject. There are also several textbooks devoted exclusively to graphical representations, including Cleveland (1993), which may contain the most applicable methods for environmental data, Tufte (1983), and Chambers, Cleveland, Kleiner and Tukey (1983). Two EPA sources for temporal data that keep theoretical discussions to a minimum are U.S. EPA (1992a) and U.S. EPA (1992b). For a more complete discussion on temporal data, specifically time series analysis, see Box and Jenkins (1970), Wei (1990), or Ostrum (1978). These more complete references provide both theory and practice; however, the assistance of a statistician may be needed to adapt the methodologies for immediate use. Theoretical discussions of spatial data may be found in Journel and Huijbregts (1978), Cressie (1993), and Ripley (1981). B.3 CHAPTER 3 The hypothesis tests covered in this edition of the guidance are well known and straight- forward; basic statistics texts cover these subjects. Besides basic statistical text books, Berthouex & Brown (1994), Hardin and Gilbert (1993), and U.S. EPA (1989, 1994c) may be useful to the reader. In addition, there are some statistics books devoted specifically to hypothesis testing, for example, see Lehmann (1991). These books may be too theoretical for most practitioners, and their application to environmental situations may not be obvious. The statement in this document that the sign test requires approximately 1.225 times as many observations as the Wilcoxon rank sum test to achieve a given power at a given significance level is attributable to Lehmann (1975). B.4 CHAPTER 4 This chapter is essentially a compendium of statistical tests drawn mostly from the primary references and basic statistics textbooks. Gilbert (1987) and Madansky (1988) have an excellent collection of techniques and U.S. EPA (1992a) contains techniques specific to water problems. For Normality (Section 4.2), Madansky (1988) has an excellent discussion on tests as does Shapiro (1986). For trend testing (Section 4.3), Gilbert (1987) has an excellent discussion on statistical tests and U.S. EPA (1992b) provides adjustments for trends and seasonality in the calculation of descriptive statistics. EPA QA/G-9 Final QA00 Version B - 3 July 2000 There are several very good textbooks devoted to the treatment of outliers (Section 4.4). Two authoritative texts are Barnett and Lewis (1978) and Hawkins (1980). Additional information is also to be found in Beckman and Cook (1983) and Tietjen and Moore (1972). Several useful software programs are available on the statistical market including U.S. EPA’s GEO-EASE and Scout, both developed by the Environmental Monitoring Systems Laboratory, Las Vegas, Nevada and described in U.S. EPA (1991) and U.S. EPA (1993b), respectively. Tests for dispersion (Section 4.5) are described in the basic textbooks and examples are to be found in U.S. EPA (1992a). Transformation of data (Section 4.6) is a sensitive topic and thorough discussions may be found in Gilbert (1987), and Dixon and Massey (1983). Equally sensitive is the analysis of data where some values are recorded as non-detected (Section 4.7); Gibbons (1994) and U.S. EPA (1992a) have relevant discussions and examples. B.5 CHAPTER 5 Chapter 5 discusses some of the philosophical issues related to hypothesis testing which may help in understanding and communicating the test results. Although there are no specific references for this chapter, many topics (e.g., the use of p-values) are discussed in introductory textbooks. Future editions of this guidance will be expanded by incorporating practical experiences from the environmental community into this chapter. B.6 LIST OF REFERENCES B.6.1 Primary References Berthouex, P.M., and L.C. Brown, 1994. Statistics for Environmental Engineers. Lewis, Boca Raton, FL. Gilbert, R.O., 1987. Statistical Methods for Environmental Pollution Monitoring. John Wiley, New York, NY. Gibbons, R. D., 1994. Statistical Methods for Groundwater Monitoring. John Wiley, New York, NY. Madansky, A., 1988. Prescriptions for Working Statisticians. Springer-Verlag, New York, NY. Ott, W.R., 1995. Environmental Statistics and Data Analysis. Lewis, Boca Raton, FL. U.S. Environmental Protection Agency, 1996. The Data Quality Evaluation Statistical Toolbox (DataQUEST) Software, EPA QA/G-9D. Office of Research and Development. U.S. Environmental Protection Agency, 1994a. Guidance for the Data Quality Objectives Process (EPA QA/G4). EPA/600/R-96/055. Office of Research and Development. EPA QA/G-9 Final QA00 Version B - 4 July 2000 U.S. Environmental Protection Agency, 1994b. The Data Quality Objectives Decision Error Feasibility Trials (DEFT) Software (EPA QA/G-4D). EPA/600/R-96/056. Office of Research and Development. U.S. Environmental Protection Agency , 1992a. Guidance Document on the Statistical Analysis of Ground-Water Monitoring Data at RCRA Facilities. EPA/530/R-93/003. Office of Solid Waste. (NTIS: PB89-151026) B.6.2 Basic Statistics Textbooks Dixon, W.J., and F.J. Massey, Jr., 1983. Introduction to Statistical Analysis (Fourth Edition). McGraw-Hill, New York, NY. Freedman, D., R. Pisani, R. Purves, and A. Adhikari, 1991. Statistics. W.W. Norton & Co., New York, NY. Mendenhall, W., 1987. Introduction to Probability and Statistics (Seventh Edition). PWS-Kent, Boston, MA. Walpole, R., and R. Myers, 1985. Probability and Statistics for Engineers and Scientists (Third Ed.). MacMillan, New York, NY. B.6.3 Secondary References Aitchison, J., 1955. On the distribution of a positive random variable having a discrete probability mass at the origin. Journal of American Statistical Association 50(272):901-8 Barnett, V., and T. Lewis, 1978. Outliers in Statistical Data. John Wiley, New York, NY. Beckman, R.J., and R.D. Cook, 1983. Outlier......s, Technometrics 25:119-149. Box[, G.E.P., and G.M. Jenkins, 1970. Time Series Analysis, Forecasting, and Control. Holden-Day, San Francisco, CA. Chambers, J.M, W.S. Cleveland, B. Kleiner, and P.A. Tukey, 1983. Graphical Methods for Data Analysis. Wadsworth & Brooks/Cole Publishing Co., Pacific Grove, CA. Chen, L., 1995. Testing the mean of skewed distributions, Journal of the American Statistical Association 90:767-772. Cleveland, W.S., 1993. Visualizing Data. Hobart Press, Summit, NJ. Cochran, W. G., 1966. Sampling Techniques (Third Edition). John Wiley, New York, NY. EPA QA/G-9 Final QA00 Version B - 5 July 2000 Cohen, A.C., Jr. 1959. Simplified estimators for the normal distribution when samples are singly censored or truncated, Technometrics 1:217-237. Conover, W.J., 1980. Practical Nonparametric Statistics (Second Edition). John Wiley, New York, NY. Cressie, N., 1993. Statistics for Spatial Data. John Wiley, New York, NY. D'Agostino, R.B., 1971. An omnibus test of normality for moderate and large size samples, Biometrika 58:341-348. David, H.A., H.O. Hartley, and E.S. Pearson, 1954. The distribution of the ratio, in a single normal sample, of range to standard deviation, Biometrika 48:41-55. Dixon, W.J., 1953. Processing data for outliers, Biometrika 9:74-79. Filliben, J.J., 1975. The probability plot correlation coefficient test for normality, Technometrics 17:111-117. Geary, R.C., 1947. Testing for normality, Biometrika 34:209-242. Geary, R.C., 1935. The ratio of the mean deviation to the standard deviation as a test of normality, Biometrika 27:310-32. Grubbs, F.E., 1969. Procedures for detecting outlying observations in samples, Technometrics 11:1-21. Hardin, J.W., and R.O. Gilbert, 1993. Comparing Statistical Tests for Detecting Soil Contamination Greater than Background, Report to U.S. Department of Energy, PNL- 8989, UC-630, Pacific Northwest Laboratory, Richland, WA. Hawkins, D.M., 1980. Identification of Outliers. Chapman and Hall, New York, NY. Hochberg, Y., and A. Tamhane, 1987. Multiple Comparison Procedures. John Wiley, New York, NY. Journel, A.G., and C.J. Huijbregts, 1978. Mining Geostatistics. Academic Press, London. Kish, L., 1965. Survey Sampling. John Wiley, New York, NY. Kleiner, B., and J.A. Hartigan, 1981. Representing points in many dimensions by trees and castles, Journal of the American Statistical Association 76:260. EPA QA/G-9 Final QA00 Version B - 6 July 2000 Lehmann, E.L., 1991. Testing Statistical Hypotheses. Wadsworth & Brooks/Cole Publishing Co., Pacific Grove, CA. Lehmann, E.L., 1975. Nonparametrics: Statistical Methods Based on Ranks. Holden-Day, Inc., San Francisco, CA. Lilliefors, H.W., 1969. Correction to the paper "On the Kolmogorov-Smirnov test for normality with mean and variance unknown," Journal of the American Statistical Association 64:1702. Lilliefors, H.W., 1967. On the Kolmogorov-Smirnov test for normality with mean and variance unknown, Journal of the American Statistical Association 64:399-402. Myers, J.C., 1997. Geostatistical Error Management, John Wiley, New York, NY. Ostrum, C.W., 1978. Time Series Analysis (Second Edition). Sage University Papers Series, Vol 9. Beverly Hills and London. Ripley, B.D., 1981. Spatial Statistics. John Wiley and Sons, Somerset, NJ. Rosner, B., 1975. On the detection of many outliers, Technometrics 17:221-227. Royston, J.P., 1982. An extension of Shapiro and Wilk's W test for normality to large samples, Applied Statistics 31:161-165. Sen, P.K., 1968a. Estimates of the regression coefficient based on Kendall's tau, Journal of the American Statistical Association 63:1379-1389. Sen, P.K., 1968b. On a class of aligned rank order tests in two-way layouts, Annals of Mathematical Statistics 39:1115-1124. Shapiro, S., 1986. Volume 3: How to Test Normality and Other Distributional Assumptions. American Society for Quality Control, Milwaukee, WI. Shapiro, S., and M.B. Wilk, 1965. An analysis of variance test for normality (complete samples), Biometrika 52:591-611. Siegel, J.H., R.W. Goldwyn, and H.P. Friedman, 1971. Pattern and process of the evolution of human septic shock, Surgery 70:232. Stefansky, W., 1972. Rejecting outliers in factorial designs, Technometrics 14:469-478. Stephens, M.A., 1974. EDF statistics for goodness-of-fit and some comparisons, Journal of the American Statistical Association 90:730-737. EPA QA/G-9 Final QA00 Version B - 7 July 2000 Tietjen, G.L., and R.M. Moore, 1972. Some Grubbs-type statistics for the detection of several outliers, Technometrics 14:583-597. Tufte, E.R., 1983. The Visual Display of Quantitative Information. Graphics Press, Chesire, CN. Tufte, E.R., 1990. Envisioning Information. Graphics Press, Chesire, CN. U. S. Environmental Protection Agency, 1994c. Methods for Evaluating the Attainments of Cleanup Standards: Volume 3: Reference-Based Standards. EPA/230/R-94-004. Office of Policy, Planning, and Evaluation. (NTIS: PB94-176831) U.S. Environmental Protection Agency, 1993a. The Data Quality Objectives Process for Superfund: Interim Final Guidance. EPA/540/R-93/071. Office of Emergency and Remedial Response. U.S. Environmental Protection Agency, 1993b. Scout: A Data Analysis Program. Environmental Monitoring Systems Laboratory, Office of Research and Development. (NTIS: PB93-505303) U. S. Environmental Protection Agency, 1992b. Methods for Evaluating the Attainments of Cleanup Standards: Volume 2: Ground Water. EPA/230/R-92/014. Office of Policy, Planning, and Evaluation. (NTIS: PB94-138815) U.S. Environmental Protection Agency, 1991. GEO-EAS 1.2.1. User's Guide. EPA 600/8- 91/008. Environmental Monitoring Systems Laboratory, Office of Research and Development. (NTIS: PB93-504967) U. S. Environmental Protection Agency, 1989. Methods for Evaluating the Attainments of Cleanup Standards: Volume 1: Soils and Solid Media. EPA/230/02-89-042. Office of Policy, Planning, and Evaluation. (NTIS: PB89-234959) Walsh, J.E., 1958. Large sample nonparametric rejection of outlying observations, Annals of the Institute of Statistical Mathematics 10:223-232. Walsh, J.E., 1953. Correction to "Some nonparametric tests of whether the largest observations of a set are too large or too small," Annals of Mathematical Statistics 24:134-135. Walsh, J.E., 1950. Some nonparametric tests of whether the largest observations of a set are too large or too small, Annals of Mathematical Statistics 21:583-592. Wang, Peter C.C., 1978. Graphical Representation of Multivariate Data. Academic Press, New York, NY. EPA QA/G-9 Final QA00 Version B - 8 July 2000 Wegman, Edward J., 1990. Hyperdimensional data analysis using parallel coordinates, Journal of the American Statistical Association 85: 664. Wei, W.S., 1990. Time Series Analysis (Second Edition). Addison Wesley, Menlo Park, CA. EPA QA/G-9 Final QA00 Version B - 9 July 2000