DRC-2009-008039 - 0901a06880140987

HYDRAULIC TESTING AT THE
WHITE MESA URANIUM MILL
NEAR BLANDING,UTAH
DURING JULY 2002
Prepared for:
INTERNATIONAL URANIUM (USA)CORPORATION
Independence Plaza,Suite 950
1050 17th Street
Denver,Colorado 80265
Prepared by:
HYDRO GEO CHEM,INC.
51 W. Wetmore,Suite 101
Tucson,Arizona 85705-1678
[phone]
August 22,2002
HYDRO GEO CHEM,INC.
Environmental Science &Technology
TABLE OF CONTENTS
1.IN"TRODUCTION 1
2.DATA COLLECTION METHODS 3
2.1 Slug Tests 3
3.DATA ANALYSIS 7
4.RESULTS 11
5.CONCLUSIONS 13
6.REFERENCES 15
TABLES
1
2
3
Hydraulic Test Analysis Results
Well Construction Parameters
Comparison of Analyses Using Automatically-Logged Data to Analyses Using Data
Collected by Hand
FIGURES
1 Well Locations
2 MW-Ol Pump Test Results (interpretation using WHIP)
3 MW-03 Slug Test Results (interpretation using WHIP)
4 MW-05 Slug Test Results (interpretation using WHIP)
5 MW-17 Slug Test Results (interpretation using WHIP)
6 MW-18 Slug Test Results (interpretation using WHIP)
7 MW-18 Slug Test Results (with skin)(interpretation using WHIP)
8 MW-19 Slug Test Results (interpretation using WHIP)
9 MW-19 Slug Test Results (with skin)(interpretation using WHIP)
10 MW-20 Slug Test Results (interpretation using WHIP)
11 MW-22 Slug Test Results (interpretation using WHIP)
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TABLE OF CONTENTS (continued)
APPENDICES
A Results ofAQTESOLV Analyses ofAutomatically Logged Data
B Results ofAnalyses ofHand-Collected Data
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1.INTRODUCTION
This report describes the methods and presents the results of the interpretation of hydraulic
tests conducted at the White Mesa Mill Site during the week of July 8,2002.Field tests and data
collection efforts were conducted by Hydro Geo Chern,Inc.(HGC)with assistance from
International Uranium (USA)Corporation (IUSA).Mr.Loren Morton of the Utah Department of
Environmental Quality (UDEQ)was on-site during the week ofJuly 8,2002,and observed some of
the testing.The tested wells consisted of permanent perched zone monitoring wells MW-Ol,
MW-03,MW-05,MW-17,MW-18,MW-19,MW-20,and MW-22.Although MW-16 was
proposed to be tested in the workplan (HGC,2002)this well was not tested because it was dry.
Figure 1 is a map showing the locations of the wells.The tested wells provide good areal coverage
over the site.
Theproposed testing detailed inthe workplan (HGC,2002)included a pumping/recoverytest
at each well using IUSA's portable piston pump and a system that would continuously recirculate
most of the pumped water back into the well to achieve very low net discharge rates.This method
was to beemployed in an attempt to limit the rate ofdrawdown in the wells, which are all completed
in the low permeability perched zone at the site.The perched zone is hosted by the Burro Canyon
sandstone and underlain by the Brushy Basin member of the Morrison Formation.Because the
procedure to achieve very low discharge rates did not work well in practice,slug tests were instead
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conducted at all wells except MW-01,where a pumping/recovery test was performed at a relatively
high average pumping rate of approximately 1.5 gpm.All tests yielded easily interpretable data.
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2.DATA COLLECTION METHODS
Water level data during all tests were collected using a GeoKon datalogger and submersible
pressure transducer.When possible,data were also collected by hand using a hand-held electric
water level meter.In all tests,the static water level was first measured using the electric water level
meter.Water level readings were recorded at approximately 5-second intervals using thedatalogger,
and periodically by hand using the electric water level meter.Hand measurements were taken more
rapidly at first (several per minute),then more slowly as water level changes occurred more slowly.
These data were used as a backup to and check on the automatically logged data.Water level
measurements by hand were not collected at MW-03,or during the early portion of the test at
MW-05 (as discussed in Section 2.1).
Methods specific to the performance of slug tests at MW-03,MW-05,MW-17,MW-18,
MW-19,MW-20,and MW-22 are described in Section 2.1.Methods specific to the performance
of the pumping/recovery test at MW-01 are described in Section 2.2.
2.1 Slug Tests
Slug tests were performed using "slugs"made ofSchedule 80 PVCpipe filled with clean pea
gravel and capped to form a watertight seal.An approximately 2-inch ill,3-foot long "slug"was
used in all 4-inch diameterwells (all wells exceptMW-03),and an approximately 1lA-inch ill,4-foot
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long "slug"was used in MW-03,which has a casing diameter ofapproximately 3 inches.Based on
measurement ofthe slug outer dimensions (including endcaps),the larger diameter "slug"displaced
approximately 0.75 gallons,and the smaller diameter "slug"approximately 0.47 gallons.(Note that
Schedule 80 PVC has a rather larger outer diameter than inner diameter.)
In conducting the slug tests,the pressure transducer was lowered to a depth approximately
10 feet or more below the static water level and pressure readings were allowed to stabilize prior to
beginning each test.Oncepressure readings had stabilized,the "slug"was lowered to justabove the
static waterlevel,the electric water level meterprobe was lowered (when possible)tojust above the
static water level,then the slug was lowered as smoothly as possible into the water within a few
seconds.
Because the electric water level meter probe could not be lowered into the well casing to a
depth justabove the static water level due to the presence ofthe slug waiting to be lowered into the
water column,hand measurements of water levels were not collected during the test at MW-03 or
during the early portion of the test at MW-05.
2.2 PumpinglRecovery Test
Waterlevel data were also collected using the datalogger and pressure transducer atMW-01
during the pumping/recoverytest.The pressure transducer was lowered to a depth ofapproximately
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105 feet below the top of the casing (ft btoc)after the pump had been lowered to approximately
110 ft btoc.ruSA's portable piston pump was used.Once pressure readings had stabilized,the test
began.Attempts to achieve a smooth net discharge rate using the proposed low net discharge
methodology (HGC,2002)were unsuccessful and,after approximately 1Y2 liters of water were
removed,the test was stopped,the well allowed to recover for approximately 20 minutes,then
pumped at approximately 1.5 gallons per minute (gpm)until water levels had dropped approximately
23 feet,which occurred in less than 5Y2 minutes.Twenty-three feet of drawdown represented
approximately 58%of the initial water column in the well (and approximately 58%of the initial
saturated thickness)and brought the water levels approximately 3 feet below the top of the well
screen.The recovery ofwater levels was then measured using the data logger and by hand using the
electric water level meter.The pressure transducer and logger were removed after approximately
3 hours,but the pump assembly was allowed to remain in the well until the following day.Prior to
removing the pump,a final water level was obtained to complete the test.Water levels had only
recovered approximately 80%at the time the final reading was taken the following day.
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3.DATA ANALYSIS
Data were analyzed using WHIP (HGC,1988),a well hydraulics interpretation program
developed and marketed by HGC,and using AQTESOLV (HydroSOLVE,2000),a program
developed and marketed by HydroSOLVB,Inc.Both are commercially available packages.In
preparing the data for analysis,the total number of records was reduced.In general,all data
collected in the first 30 seconds to 1 minute were used,then every 2nd,then 3rd,then 4th,etc.,record
was retained for analysis.The last data point for the MW-01 test,and the last 6 data points for the
MW-05 test were collected by hand using the electric water level meter.Drawdowns (or
displacements)were calculated based on the last water level recorded immediately prior to the start
of each test.
The "homogenous aquifer"solution was used in analyzing all the tests by WHIP.This
solution assumes a fully penetrating well and accounts for well bore storage and any leakage or skin
effects.In analyzing slug tests,WHIP treats the introduction of a slug as a high pumping (or
injection)rate over a short period oftime.The introduction of the slug was assumed to occur over
a 5-second interval.This provided a numerically stable solution for all the analyses.To achieve a
conservatively high estimate ofpermeability,in all cases in which the well was partially penetrating
(static water levels were above the effective screened interval),the effective top ofthe water bearing
zone was assumed to beno shallower than the top ofthe effective screened interval.The base ofthe
water bearing zone was always assumed to coincide with the Brushy Basin contact.
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Ineach case,WHIP was allowed to optimize for Transmissivity (T),storage coefficient (S),
and effective casing radius (Re).The effective casing radius is affected byboth the casing diameter
and borehole diameter,and the presence or absence of a filter pack.The pumping/recovery test at
MW-01 was also analyzed using theconfined and unconfined Moench solutions (Moench,1985 and
Moench,1997),available in AQTESOLV.The confined Moench solution ("leaky"solution)is
similar to the "homogenous aquifer"solution used in WHIP.The AQTESOLV Moench solution
was also used to analyze the MW-19 slug test data for comparison to the WHIP results.
All slug tests were also analyzed using the KGS solution (Hyder 1994)and the Bouwer-Rice
solutions (Bouwer and Rice,1976)available in AQTESOLV.Confined and unconfined versions
ofthe solutions were used in some cases for comparison.Well construction parameters were based
on available well construction diagrams.When filter packporosities were required by the analytical
method,a porosity of 30%was assumed when a filter pack was present,and a porosity of99%for
an open annular space (as specified at MW-03 and MW-05).In each case,the software was at least
initially allowed to optimize for the best fit to the data.Because the Bouwer-Rice solution is only
valid for data that forms a straight line on a log ofdisplacement versus time plot,fits were obtained
only for straight-line portions ofthe data.Also,in using Bouwer-Rice,the correction for a partially
submerged well screen was used at MW-03 and MW-05 because the initial water levels were below
the top ofthe screen in these wells.Whetheror not this was also appropriate at MW-20 and MW-22
is uncertain,because although the initial water level was above the top of the screen,it was below
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the bore annular seal.Solutions were therefore obtained with and without the correction at these
locations.
In all cases except when using the Moench,KGS,and Bouwer-Rice unconfined solutions,
the effective water bearing zone thickness was taken to be the interval between the static water level
and the Brushy Basin formation contact,or,if static water levels were above the well bore annular
seal,the depth ofthe base of the bore seal was assumed to be the top ofthe water bearing zone.In
using the unconfined solutions,which account for partial penetration,the effective water bearing
zone was assumed to extend from the static water level to the Brushy Basin contact.
The effective screen length was assumed to extend from the BrushyBasin contactto the base
of the bore seal (Fetter,2001).This is appropriate,because in a low permeability formation,the
annular space between the bore seal and the top ofthe screen does not significantly limit horizontal
flow from the formation into the borehole and thence into the well casing,even if a filter pack is
present.Although water entering the borehole below the seal but above the screen cannot enter the
screen directly via a horizontal pathway,it can flow vertically downward within the filter pack in the
annular space to the screen.Because the filter pack has a high permeability relative to the formation,
it does not provide a significant barrier to flow.In cases where the well screen was only partially
submerged,the screen was treated as fully penetrating.
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All solutions used in the analyses assume a homogenous aquifer ofuniform thickness and
infinite areal extent,and an initially horizontal potentiometric surface.The Moench solutions,the
homogenous aquifer solution in WHIP,and the KGS solution assume unsteady flow,and the
Bouwer-Rice solution assumes steady flow to (or from)the well.When using the Moench leaky
aquifer (confined)solution and the WHIP "homogenous aquifer"solution,leakage was assumed to
be zero.When using the Moench unconfined solution,delayed yield was assumed to be
insignificant.This was appropriate because no evidence for delayed yield was present at MW-Ol
and it is generally not a factor when analyzing slug tests.
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4.RESULTS
The results ofthe analyses are summarized in Table 1 and the well construction parameters,
based on the available well construction diagrams,in Table 2.Plots of the fits obtained to the
measured data using WHIP are provided in Figures 2 through 11.Plots of the fits obtained using
AQTESOLV are provided in Appendix A.Note that in the plots of the WHIP slug test analyses,
drawdowns are negative indicating a rise in water levels due to introduction ofthe slug.
As shown in Table 1,permeability estimates range between approximately 4 x 10-7 and
5 X 10-4 centimeters per second (cm/s),similar to estimates by previous investigators at the site.
Furthermore,similar permeabilities are obtained using the various solution methods except that a
much lower permeability was obtained at MW-03 using the KGS solution compared to the other
solution methods.A reasonable fit to the data at MW-20 using KGS could not be obtained.A
noticeable break in slope occurs in the late-time MW-05 data,and a Bouwer-Rice fit to the late time
data yields approximately an order of magnitude lower permeability than the fit to the early time
data.The permeability estimate obtained using WHIP at MW-05 was between the early and late
time Bouwer-Rice estimates.Possible well skin effects were noted at MW-18 and MW-19 (using
WHIP),and solutions both with and without a skin were obtained.When assuming a skin at
MW-18,a storage coefficient that is more consistent with an unconfined formation is obtained,
however,a poorer fit to the data was obtained when assuming a skin (compare Figures 6 and 7).
"~
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AtMW-19,bothconfined and unconfined Moench,KGS,and Bouwer-Rice solution methods
were usedfor comparison.As shown in Table 1,similar permeabilities are obtained when assuming
either confined or unconfined conditions.In using the KGS solution to analyze the data at MW-19,
the first data point was ignored,otherwise a reasonable fit to the data could not be achieved.The
first data point may be anomalous,most likely due to a too rapid initial drop ofthe slug in the well.
Data collected by hand using the electric water level meter at MW-05,MW-17,MW-18,
MW-19,MW-20,and MW-22 were independently analyzed using AQTESOLV.WHIP was also
used to analyze the hand-collected recovery data at MW-Ol.The results of these analyses are
provided in Appendix B.Table 3 is a comparison ofthe penneability results obtained by analyzing
the hand-collected data with those listed in Table 1.As indicated,very similar penneabilities were
obtained when analyzing the hand-collected data.Although the automatically logged data are
considered more reliable,the analyses of the hand-collected data provide an independent check of
the automatically logged data,and increase the confidence that can be placed in the results of the
analyses.
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5.CONCLUSIONS
The results of hydraulic testing of monitoring wells MW-Ol,MW-03,MW-05,MW-17,
MW-18,MW-19,MW-20,and MW-22 during the week of July 8,2002,indicate that average
permeabilities in the perched water zone range from approximately 8 x 10-7 to 5 X 10-4 cm/s
(disregarding the value of4 x 10-7 cm/s obtained using the KGS solution at MW-03 as anomalously
low).This range is similar to the results obtained by previous investigators at the site.Similar
results were obtained in the present investigation by using 4 different solution methods to analyze
the data and using two different sets of data (automatically logged and hand-collected data).
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6.REFERENCES
Bouwer,H.and R.c.Rice.1976.A slug test method for determining hydraulic conductivity of
unconfined aquifers with completely or partially penetrating wells.Water Resources
Research,Vol.12:3.Pp.423-428.
Fetter,C.W.2001.Applied Hydrogeology.4th Edition.Prentice Hall.Upper Saddle River,New
Jersey.
Hyder,Z.,J.1.Butler,C.D.McElwee,and W.Liu.1994.Slug tests in partially penetrating wells.
Water Resources Research.Vol.30:11.Pp.2945-2957.
FC1Jlj Hydro Geo Chern,Inc.(HGC).2002.Hydraulic testing workplan,White Mesa Uranium Mill Site
near Blanding,Utah.Submitted to International Uranium Corporation,May 21,2002.
HGC.1988.WHIP.Well Hydraulics Interpretation Program.Version 3.22.User's Manual.July
1988.
HydroSOLVE,Inc.2000.AQTESOLV for Windows.User's Guide.
Moench,A.F.1997.Flow to a well of finite diameter in a homogenous,anisotropic water table
Gee aquifer.Water Resources Research.Vol 33:6.Pp.1397-1407.
Moench,A.F.1985.Transient flow to a large-diameter well in an aquifer with storative
semiconfining layers.Water Resources Research.Vol 21 :8.Pp.1121-1131.
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TABLES
TABLE 1
Hydraulic Test Analysis Results
Interpretation T K b Effective Bore Time Bower-Rice Partially
Well Method Type (fe/day)(em/sec)S (tt)Skin Radius Interval Submerged Screen
Re(tt)Correction
WHIP pump/recovery 0.043 7.7 x 10'7 0.0082 20 none 0.12 ----
MW-01 AOTESOLV pumpirecovery 0.043 7.7 x 10'7 0.0082 20 0.12(Moench,Leaky)none ----
AOTESOLV pump/recovery 0.098 8.9 x 10'7 0.01 40 0.12(Moench,Unconfined)none _.--
WHIP slug 0.631 4.3 x 10.5 0.01 5.2 none 0.32 ----
MW-03 AOTESOLV slug 4.0 x 10.7 0.098 5.2(KGS,Unconfined)--(1.92 x 10'21ft)--------
AOTESOLV slug 1.5 x 10.5 5.2 middle to late Yes(Bouwer-Rice,Unconfined)--------
WHIP slug 0.309 1.1 x 10.5 0.1 10 none 0.245 ----
AOTESOLV slug 3.5 x 10'6 0.044 10(KGS,Unconfined)--(4.4 X 1O.3/ft)
-.-----.
MW-05
AOTESOLV slug 3.9 x 10.6 10 late Yes(Bouwer-Rice,Unconfined)--------
AOTESOLV slug 2.4 x 10.5 10 early Yes(Bouwer-Rice,unconfined)--------
WHIP slug 1.47 2.9 x 10.5 0.01 18 none 0.168 ----
MW-17 AOTESOLV slug 2.6 x 10.5 0.0031 18(KGS,Unconfined)--(1.71 x lO,4/ft)--------
AOTESOLV slug 2.7 x 10.5 18 No(Bouwer-Rice,Unconfined)----------
WHIP slug 55.5 4.4 x 10.4 2.2 X 10.5 45 none 0.16 ----
WHIP slug 66 5.3 x 10-4 0.02 45 6.54 0.167 ----
MW-18 AOTESOLV slug 2.9 x 10.4 2.7 X 10.5
58(KGS,Unconfined)--(4.6 x 10'71ft)--------
AOTESOLV slug 2.4 x 10-4 58 No(Bouwer-Rice,Unconfined)-----.----
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TABLE 1
Hydraulic Test Analysis Results
Interpretation T K b Effective Bore Time Bower-Rice Partially
Well Method Type (fe/day)(em/sec)S (tt)Skin Radius Interval Submerged Screen
Re (tt)Correction
WHIP slug 0.929 7.1 x 10.6 0.032 47 none 0.154 ----
WHIP slug 2.24 1.7xlO·5 0.027 47 2.24 0.167 ----
AOTESOLV slug 2.21 1.7 x 10.5 0.027 47 2.24 0.165(Moench,Leaky)----
MW-19 AOTESOLV slug 1.7 x 10.5 1.2 X 10.4
80(KGS,Unconfined)--(1.44 x 10'6/ft)
none ------
AOTESOLV 1.6 x 10.5 1.5 X 10.4
(KGS,Confined)(3.24 x 1O.6/ft)------sluq --47 none
AOTESOLV 1.3 x 10.5 No(Bouwer-Rice,Unconfined)----sluq ----80 --
AOTESOLV 1.2 x 10.5 No(Bouwer-Rice,Confined)----slug ----47 --
WHIP slug 0.276 8.2 x 10.6 0.02 12 none 0.213 middle to late --
MW-20 AOTESOLV slug 9.3 x 10.6 12 middle to late Yes(Bouwer-Rice,Unconfined)--------
AOTESOLV slug 5.9 x 10.6 12 middle to late'No(Bouwer-Rice,Unconfined)--------
WHIP slug 0.603 4.2 x 10.6 0.014 51 none 0.183 ----
AOTESOLV slug 1.0 x 10.6 0.10 51(KGS,Unconfined)--(0.002/ft)--------
MW-22
AOTESOLV slug 7.9 x 10.6 51 Yes(Bouwer-Rice,Unconfined)----------
AOTESOLV slug 4.4 x 10.6 51 No(Bouwer-Rice,Unconfined)----------
Note:
b =effective aquiferthickness
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TABLE 2
Well Construction Parameters
Approximate
Approximate Approximate Depth to Base Approximate Approximate Effective
Depth to Top Depth of Base of Bore Depth to Depth to Casing Approximate Screen Filter
of Screen of Screen Annular Seal Brushy Basin Water1 Diameter Bore Diameter Length Pack
Well (feet)(feet)(feet)(feet)(feet bls)(inches)(inches)(feet)(yes/no)
MW-01 92 112 92?112 71.6 3 7.875 20 No
MW-03 67 87 67 87 2 81.8 3 7.875 20 No
MW-05 95.5 133.5 93.5 118 107.8 4 6.5 25 No
MW-17 90 100 86 104 83.8 4 7.875 18 Yes
MW-18 103 133 94 139 81.2 4 7.875 45 Yes
MW-19 100 130 95 142 61.8 4 7.875 47 Yes
MW-20 80 90 73 90 78.1 4 7.875 17 Yes
MW-22 80 120 68 120 69.2 4 7.875 51 Yes
Notes:
1 Depth to water was at time of test.
2 Brushy Basin contact assumed to be atbase ofscreened interval at MW-03.
Effective screen length =distance from bore annular seal to Brushy Basin contact
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TABLE 3
Comparison of Analyses Using Automatically-Logged Data to Analyses Using Data
Collected by Hand
Interpretation K Hand Collected TimeWellDataMethod(em/sec)K (em/s)Interval
WHIP 7.7 x 10-7 7.7 X 10-7 --
MW-01 AQTESOLV 7.7 x 10-7 7.7 X 10-7
(Moench,Leakv)--
AQTESOLV 3.5 x 10-6 3.2 X 10-6
(KGS,Unconfined)--
AQTESOLV 3.9 x 10-6 4.3 X 10-6 LateMW-05 (Bouwer-Rice,Unconfined)
AQTESOLV 2.4 x 10-5 1.8 X 10-5 Early(Bouwer-Rice,unconfined)
AQTESOLV 2.6 x 10-5 2.2 X 10-5
(KGS,Unconfined)--
MW-17 AQTESOLV
(Bouwer-Rice,Unconfined)2.7 x 10-5 3.0 X 10-5 --
AQTESOLV 2.9 x 10-4 3.2 X 10-4
(KGS,Unconfined)--
MW-18 AQTESOLV
(Bouwer-Rice,Unconfined)2.4 x 10-4 2.5 x 10-4 --
AQTESOLV 1.7 x 10-5 1.2 X 10-5
(KGS,Unconfined)--
MW-19 AQTESOLV
(Bouwer-Rice,Unconfined)1.3 x 10-5 1.5 X 10-5 --
MW-20 *AQTESOLV 5.9x10-6 2.5 x 10-6
(Bouwer-Rice,Unconfined)--
AQTESOLV 1.0 x 10-6 9.0 X 10-7
(KGS,Unconfined)--
MW-22 *AQTESOLV
(Bouwer-Rice,Unconfined)4.4 x 10-6 3.4 X 10-6 --
Note:
*Panially submerged screen correction not applied.
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FIGURES
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1 1 1 I 1 "I 1 1 , 1 1 r 1 1 1 1 1 1 1 1 I I I1 1 1 1 1 I I I 1 I I 1 1 1 I 1 I I I 1 ,I 1 1 I1 1 1 I 1 I 1 1 1 , 1 1 1 1 I I'r I I 1 1 1 1 r1 1 1 I 1 I 1 1 1 r 1 1 1 1 r 1 1 1 I I 1 1 1 I 1,1 1 1 1 1 1 1 1 r 1 1 1 1 r 1 I r I 1 1 1 I 1 1I 1 I 1 1 1 1 I 1 1 1 1 1 1 1 I I 1 r,1 1 I 1 11 1 I 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 r r 1 1 1 1 11 1 1 1 r 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1r1,I r I'1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1r111 1 1 1 1 1 1 1 1 1 , 1 1 1 I 1 1 1 I 1 1 1 1r111 1 1 1 1 I I'I 1 , 1 1 1 1 I "I 1 1 1 1 1 1
1 1 1 1 I 1 1 1 I I I 1 I 1 I 1 1 1 1 1 1 1 I 1 1 11 1 1 I 1 1 1 1 I I 1 1 1 1 I I 1 1 I 1 1 I 1 1 1 I1 ,1 I 1 1 I I I I 1 I 1 1 1 1 1 1 1 1 I ,1 I 11til1 I til til 1 1 r I 1 1 I 1 1 ,I I 1 11 1 1 r 1 lit 1 til til r I 1 lit I 1 I I r 1 1 1 1_.J_.J 1.,____ ____1 .I.__L __L.._-'__I _L -'-'____.1 ..J .1__.1__I.,_.1__L_______ _..J .1.1 1__.J__I _L..-'_ _-'.1 -'.1__.1_L_.L_.1 _
1 1 1 1 1 1 1 1 1 lit 1 1 1 1 1 1 1 1 1 1 I lit t11I1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 lit 1 11111 I 1 1 1 1 I 1 1 1 1 I 1 1 I til 1 1 1 1 1 r1111 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 11111r1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 111I1 1 1 1 1 I 1 I 1 I 1 1 I 1 1 1 1 1 I 1 1 1 1Ir1 I 1 1 I 1 1 I 1 ,1 I I 1 lit I 1 1 lit 1111 1 I I I 1 1 1 1 I I 1 1 1 1 I'I 1 I 1 1 1111 1 1 I'I I 1 I 1 I I 1 I I 1 1 I 1 I 1 1 1
1 1 1 1 1 1 I I 1 I 1 I r I I lit I I 1 r I 1 I111 1 1 1 lit 1 r 1 1 r 1 1 1 1 1 r 1 1 "II111Itilt 1 r 1 I 1 I 1 I 1 I r 1 r 1 I I111 I I 1 1 1 1 I 1 lit 1 1 r 1 1 lit 1 I rlit1til11rtill11r1 1 1 1 1 1 1 11Itill111r1 1 1 1 r 1 1 1 1 1 I 1 1 1 1trI'1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 r,I 1 1111 1 '1 1 1 1 1 1 1 1 ,1 1 1 r 1 I 1 1 1 1 1til11I1I1 I 1 1 1 I I 1 1 I 1 1 1 1 I 1111 1 I I 1 1 1 1 I 1 I 1 1 r 1 I'1 1 I 1 1 I.J 1.,.I.1 .I.__1.-_L _-'L -,___.1 ..J .1__.1__1.._.1._.L I.,__ ___..J 1.__-,1__.L L -,-'____ _ ___-,__.I._ ___L_.I.__I
1 •1 t I I I r lit 1 r 1 1 1 1 1 I 1 1 1 1 1 1 I I I 1III1 1 1 I r I I 1 1 I 1 •till 1 I 1 I I 1 I I I r
I I 1 1 1 1 1 ,til 1 I 1 1 I ,I 1 r I lit til 1II11 1 1 1 I 1 1 1 1 I 1 1 I 1 r J r 1 1 1 1 1 1 1 1r111 1 1 lit 1 1 1 r lit 1 I I 1 1 I 1 1 I 1 1 11tillJ1 1 1 1 J 1 r r 1 r I 1 I 1 I I 1 1 1 1 1
1 1 1 I 1 1 J 1 1 J l'1 1 r 1 til I 1 I r 1 J 1 1 1 1I11I 1 1 I 1 1 J I 1 1 1 1 1 1 r I I 1 r I 1 1 1 1 1 1]]i :::0 1 :]::::]i i ]i ]i][i]:::1 :
I I I tIl 1 I 1 I I r 1 J 1 1 J I I 1 I 1 1 I I 1 1 1 1II11 I I I r 1 r 1 I I 1 1 1 1 1 1 1 I 1 I I 1 I 1 1 I
1 I 1 1 1 I 1 1 r I 1 1 I I 1 •1 1 1 1 1 I 1 I 1 1 r 1,I I 1 1 1 I 1 1 I 1 1 1 I 1 I I 1 1 1 I I 1 I I 1 I 1 I1II11 1 1 1 1 I 1 1 1 1 I 1 1 1 1 I 1 I 1 1 I I I I I:iii J i]0 iii i i]i 1 :i ::11:::1 i i ::_.1_..1 1.,1.,1_______I.-__L _oJ__I__L _ _-'-'1...J .1.__.L__L__.1 L ___ _..J .1.'1__..1__1__1.,.-'-'1.-,_____.1___1._.L _
1 ,1 1 1 1 I 1 1 1 1 r 1 1 I 1 I 1 1 1 J lit 1 1 I 1 I 1 1 1 1 litiiiiiilbl'l::::1 : : ::::1 :: : : :::::::::0
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MW-01 PUMP TEST RESULTS
(interpretation using WHIP)
TEST RESULTS
T=0.043 ft2/day
S=0.0082
Re=0.12 ft
K=7.7e-7 em/sec
(assuming b=20 ft)I....,....
HYDRO
GEO
CHEM,INC.Approved Date Reference
h:1718000/hydtst02/whi
Figure
2
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tIl I I 1 I I 1 I r I I I I 1 I 11 1 I I I'1 lit 1 I r t r 1 1 I1 I r ,'I I r 1 1 1 I r 1 r 1 1 ,1 I I I I I I r 1 1 I I 1 1 1 1 I I1 I 1 I I I I r lit 1 1 I 1 1 I IItilrtil11111II 1 r t--,---r----------------------r--------r-------r-----,-------,---r--,---------------------r-----------,--------,-----------r ----r------...,---,..--------------------,--------------------------1r111111 1 I I'1 1 I 1 I t 11 1 1 1 1 1 1 1 I I I 1 I I I I 1 1IlIt1 1 I 1 I I I 1 I I I til1 1 I I 1 1 I I r 1 r I I 1 I 1 1 11 I r ,I I I I 1 1 r I I 1 I 1 1 I
1 I t I 'I I I 1 1 1 ,I til I I1r1IIIItil1tr11 1 I I
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1 I I I I 1 I 1 1 I I I r I 1 1 I I 1 I 1 1 1 11 I I I I I I 1 I I til I 1 I r r I I 1 I t 11rrIIII 1 ,I lit I 1 I 1 1 I til 1 1tIrtIII 1 I I 1 1 1 I 1 I 1 1 I 1 1 I 1 IIrrtIIr1 I r 1 1 1 I 1 I 1 I I 1 I I 1 II 1 1 1 1 I I 1 I I 1 1 1 r 1 I 1 1 I 1 I 1 1 II 1 1 1 1 r r I I 1 1 lit I r lit 1 I 1 I I
I 1 1 1 1 I r I I til 1 1 I I lit 1 I 1 I r__-1 I--I 1.1-I--1 .1 -1 .j.__-I 1.-1 -1 -I .j.I-I-__-1 l--1 .j.I.I
I 1 1 1 1 1 1 I til I 1 1 I 1 1 1 lIt 1 I 1r111111 I 1 1 1 I 1 1 I 1 1 1 1 1 1 1 r t1 1 1 1 1 1 1 I 1 1 I I I 1 I 1 1 1 1 1 1 1 I t1 1 1 1 1 1 1 I I 1 I I I 1 I 1 I 1 1 1 lIt 11 1 1 1 1 I 1 1 1 1 I I lit 1 1 I til 1 t 11 1 I 1 1 1 1 1 1 1 I I I 1 1 1 1 I 1 I 1 I 1 11 1 I I 1 1 1 1 1 1 I r I 1 1 1 I I 1 ,1 I 1 11 I I I I 1 1 1 1 I I til 1 1 1 I 1 I I I 1 1
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10
MW-03 SLUG TEST RESULTS
(interpretation using WHIP)
001
TEST RESULTS
T=0.631 ft2/day
S=0.01
Re=0.323 ft
K=4.3E-5 em/sec
(assuming b=5.2 ft),
1
tLme
HYDRO
GEO
CHEM,INC.Approved Date Reference
h:/718000/hydls102/whi
Figure
3
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I I I I 1 I I I I I I I I I I I I I I 1 I 1 I I I , I I I II I I I I I I I I I I I I I I J I I 1 I I 1 I I I I I I I 1I I I I I I I I I I I 'I I I I ,r I I I Itt I I I I I 1I I I I I I I I 1 I I I I I I I , I I 'I'I I I I J I I II I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I II 1 I I tIl I I I I I 1 I I I r I I I I I I I t I I I I II I I'I I I I I I I I 1 I I I t I I I I I I I I I I I 1 II 1 I I I 1 I , I I I I I I I I I I I tIl I I I I , 1 I rI I 1 r I 1 I I I 1 I I I I I r I I I I I I I I I I I 1 I II ,1 til I I I 1 I I I I I I I I I I I I 1 I I 1 I I I I--:--+---------------~---------r------:-----~---i---t--~--:--i---------------1---------f.------:-----~---1---t--t--r----------------1---------t------r----t---i---f.--t--t-i----------------:-------.1.---0-:
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1 I r I r 1 r I I r r r 1 r 1 r r r r I r r r r r r 1 r r I II I 1 I r I r I r r r r I r 1 r r r r I 1 I I I I I I I I 1 II I I I I I I I tIl I I I 1 I I I I I 1 I I I I I I 1 I I II I 1 I I I 1 I I 1 1 I I I I I I 1 I I I I I I I I I I I I--r-T---------------,---------I"------l-----r----"T---r---r--,--"T----------------,---------r------r-----r----y---I"--..--r------------------,---------T------r-----T---'---r--T--r---------------.,---------T------lI I I I 1 I I I I I I I I 1 I I I I I I I 1 1 I I I 'I 1I I I I 1 I I I I I I I I 1 I I 1 I I I'I I I I I •I I I I I I I I I I I I r I I I I I I I'I I I I I II I I I 1 I I I I I I 1 I I I I I I 1 I I I I I r r IrIrrIr r I 1 I I 1 I I I 1 I I I I I I I I 1 II 1 I I I I I I 1 I I 1 I I I 1 I r I I I I I I 1 II I I I I I I 1 1 I I I I r I I I I I I I I I I 1 I
1 I I 1 I I I 1 I I I l I I I I I I I 1 I r I I I1 I 1 I 1 1 1 1 I 1 1 I 1 1 1 I r 1 I I 1 I 1 I 11 I 1 I I I 1 I I 1 1 I I 1 I I 1 I l I I I 1 I 1I I I I 1 I 1 I I 1 I 1 1 1 1 I I 1 III 1 I II I III I I I 1 1 1 I I I 1 , I 1 1 1 I 1 I 1
I 1 I 1 I r I I r I I 1 I 1 1 I 1 1 I 1 I 1 1 1 I I 1 I r 1__I-_.-I I-I I--l I-__1-__l-_.l -I I-I-I--l I-__l-__I--I l-_-l--I 1-__l-__1-_-I 1 "'1
F I I I 1 I I 1 I I I I'1 I 1 I I 1 1 I 1 I I 1 I 1 "II 1 r 1 1 1 I 1 1 I I 1 I 1 I 1 I I 1 1 I 1 I 1 I 1 'r 1I I I I 1 I I 1 1 , I 1 1 I , 1 1 I 1 1 1 1 I 1 1 I I I 11 1 1 1 1 1 I 1 I I ,I 1 I I I 1 , 1 1 1 1 1 I I I I 1 1
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1 I I 1 I 1 , I 1 I 1 1 1 I I 1 I I 1 I 1 I I I111 I I 1 ,r 1 I I I 1 1 I 1 r 1 I 1 I 1 1 I I 1 r I 1I1I1I I 1 1 I I 1 r I I 1 1 , 1 I I'I 1 1 1 1 I I I 1 1I111I 1 1 I r I I 1 I r I , , I I 1 r 1 1 1 1 1 I I 1 I 1I1II1 1 1 1 1 I I I I 1 1 , , 1 1 1 I 1 1 1 1 1 I I 1 1 111II1 1 I I 1 1 I 1 ,1 I ,r I 1 ,I 1 • 1 1 1 I I 1 1 11II11 I 1 I I 1 1 1 I 1 I I r I I I 1 1 I I 1 I I I 1 1 1IIIII I I I I 1 I 1 1 I , I I I 1 I I 1 I I I I 1 1 1 I IIIr1I 1 , , I 1 1 I I 1 , I 1 1 1 I 1 I I I I I 1 I 1 1 11I11, 1 I r 1 1 I I 1 1 I 1 I 1 1 I I I I I I I 1 1 1 1 I
I I I 1 I I I r I 1 1 I I 1 1 I 1 1 •I I I r I I I 1 I I 1 II11I 1 r I I I I'I I I 1 1 I I r 1 I 1 r ,I I 1 I'r1I11I 1 r I I I I'1 I I 1 1 I I 1 1 I 1 1 , I I 1 l'r-T----------------,---------r------l-----r---T---j--r--r-T---------------,---------r------r----r---T---r--T--r-T---------------,---------T------r----r----y---j--r--r--,----------------,---------T------II11II I I I , I 1 1 I I I 1 1 I I I 1 1 I I r I I 1 I r 1II1I1 I 1 1 I I 1 r I I 1 1 I 1 I 1 I 1 1 I 1 1 I I I I 1I11I1 I I 1 I r I 1 1 r 1 1 I I 1 1 I 1 1 1 1 1 I I I 1 1I1II1 1 1 1 1 r I I I I 1 1 I 1 r I I 1 I 1 I 1 1 I I I 11IIII I 1 1 1 I I 1 I I 1 1 I 1 1 1 I 1 I 1 I I 1 I I I II1II1 1 1 I I 1 I 1 I 1 1 I I I 1 1 I I 1 1 1 1 1 I 1 1 1I1Ir1 1 , I 1 I I 1 r 1 , I I I 1 I r 1 I I 1 1 1 I I 1 IrI1I11 I I I I I I 1 I 1 I I 1 I I 1 I I I 1 1 1 I I I 1 1I 1 I'I 1 1 I I 1 1 I 1 I 1 I I 1 I 1 1 1 I , I 1 I 1 1 1 1 1I I 1 r I I 1 I I 1 1 I 1 1 1 I I I , 1 I 1 1 I , 1 I 1 1 1 I II 1 1 I 1 ,I I I 1 1 1 I 1 1 I I 1 I 1 I I I r I 1 I 1 I 1 I 1
I I I I 1 I 1 , I 1 1 1 I I 1 I r 1 I 1 I 1 1 r I I I I I I 1 11 1 I 1 1 I 1 , I I 1 I I I 1 I r 1 I 1 I 1 I I I I I 1 1 1 1 1--1--+----------------1---------1-------1-----1-----+---1---1---I--+----------------I---------I-------I-----I-of I-_-+--I--of-------I +I-...-I I-_-+--1---1----------------1---------+------1
I I I I 1 I I I r I I 1 I I 1 r I 1 1 1 I I I r I I I I 1 I 1 II 1 I I 1 I , 1 1 I I 1 I I 1 I 1 1 1 1 I 1 I 1 r I 1 I 1 1 1 II 1 I 1 1 I I I 1 I I 1 I 1 1 r I 1 1 I 'I I 1 I , 1 I 1 I I I1 1 'I 1 I I I I I I 1 I 1 I 1 1 1 1 I I I I 1 1 r 1 I 1 "I1 1 1 1 I 1 I 1 1 I I 1 I 1 I 1 I I 1 I I I I 1 1 I 1 I 1 "I1 1 1 1 1 1 I r 1 I I 1 I 1 I 1 I I 1 I I 1 I 1 I I 1 I I I 1 11 1 I 1 1 I I 1 1 I I 1 I 1 , I 1 1 1 •1 1 I I 1 r I I 1 1 1 1
I 1 1 I 1 1 I I I I I I I I I r 1 I I I 1 1 I I I 1 1 III 1 I1 1 1 1 I I I 1 1 I ,1 I 1 I 1 1 I 1 ,I 1 1 1 1 r 1 I 1 I 1 11 1 1 1 1 1 1 I 1 I I 1 I 1 I 1 1 I 1 I I I I 1 1 I 1 I 1 I 1 11 1 1 1 I 1 r 1 1 I I 1 r 1 I 1 1 I 1 I 1 1 I 1 1 III I I 1 1
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TEST RESULTS
MW-05 SLUG TEST RESULTS
(interpretation using WHIP)
T=0.309 ft2/day
S=0.100
Re=0.245 ft
K=1.1 e-5 em/sec
(assuming b=10ft)
HYDRO
GEO
CHEM,INC.Approved Date Reference
h:/718000/hydtst02/whi
Figure
4
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1 t I I I 1 1 r I I I I I I I I 1 I I1IIIIr1rI I I I I 1 I I I I rII'I I I I I I I r I I 1 I I •1 II I I I I I I I I I I I I I I 1 I I IIIIIIII I •I I 1 1 I I I I I IIIr1III I I I I I I I I I I I I---:---:----------------------1------------~--------t------]------:----,----I---}--i---------------------t-----------~-------------------1-----t---1----:---- ---:
I I I r tIL I I I I I I I I I 10 I'l :::::: : :::::::b::::1 J i i !]:i i :i i P PI:!it
I I I I I I I I I I I I I I I I I ItIIIIrII I I I I I I I I II I I I I I I I I I I I I I t I IrIIrIIIrI , I I I I r I II I I 1 I I r I I I I ,I I I I II I I'I I I I I I I I I I I I 1 IIIIIIII I I r I •I I I I ,I r 1 I I--.,---t---------------------.,------------....--------.....------.....----..,----"f---.,---.,.--,---------------------....-----------..,------------,-----....----.....---....--..,---1""--------------------,------------....--------....------1I I I I r I I ,I r I I I I I I • I I I I r r
1 I I 1 r 1 1 I I r I I I I I 1 I r I I I I 11 I 1 I I I 1 I 1 r I t I I I , I r I I I I IIrIIIII I I I I I r I I I I I r I I I I,t I r I I I I I I I I I r I I r I I r I I II I 1 I I I I I I I I I I I til I 1 r I I tIrIIII1 I I I I I I I I I I ,I I I rI I I I I I I r I I r I I r I I I I I I I rtIIIIII I I 1 r I I I r I r 1 I I I I rrI'I I r 1 I I r I I r I I r r r I I I ,IrI•I 1 r I I 1 I I I I I I r I I I I I I II I •I 1 r I I I I I I I I I r I I t I I •II I I I I I I r I I 1 1 1 1 I 1 I 1 1 I I 1 I 1__-1 1--1 1-...I--I ....-I l-__-I I--1 -1 -1 1-1-1-1 1--1 1-1-1
I 1 I 1 I I t I I I r 1 r I I 1 I 1 I I I',I II I r I I I I I I I 1 1 I I 1 I 1 I I I I •II I I I I I I 1 I I I I 1 I I • 1 I I I I'I 1I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I 1 I 1 I I I I I I I I I I II I I I tIL I I I I I 1 I I I I I I I I I t I1IIrIIr,r I I I I r I I I I I I I I ,1,I I r I I I I I I I I I I I I I I I I I I I I
1 :I:::;:1 ::1 0:;:::1 ;:I ;;:;
I r I I I I 1 I 1 I I I I I r I r I I 1 I I I II I I 1 I 1 I 1 I I I 1 1 I I 1 I I 1 I I 1 I r--i---:--------------------i------------:--------:------:----i----t---i---t--i---O----------------:-----------:--------i------1-----:----:---:---!---:--------------------i------------:--------:------!
I •t I I I I I I I I I I 1 I 1 1 I I 1 I I 1I 1 I I I r I 1 I I I I I 1 I I I 1 I I 1 I rrIIIr1I I I I I I 1 I I I 1 I I I I IItIIIII I I I I I I I I I I I I I I I,I I I I I I I I 1 I I I I I I I 1 I I II I I r I I I I I I I I I I 1 I I I I I II I I I I I I t I I I I I I I I I I t 1I 1 I I I I I I I I t I I I I r I r r II I I I I 1 r 1 I I I 1 I I I I r I II I I I I I I I I I I I I I I I I I I
I I I I lIt 1 1 r 1 1 I 1 r I I I 1 I I 1 II I I 1 I I I I I I r 1 1 1 I I I I I I I I I I--l---r--------------o----l------------r--------~--:----r---T---l---r--l---------------------r-----------l--------l------l-----r----r---r--r--r--------------------1------------r--------r------1
1 I I I I I I I I I I 1 1 I I I I I I I I 1 I IIIIIIIrI I I I I I I 1 I I I I I'I II I I I I I I I I I I I I I 1 I I I I I I I II I I I I I 1 I I 1 I 1 I I I I I I I I I I II I I I I I I til 1 I I I I I I I t I I I II I I I I I I I I I I I I I I I I I Fit I II I I I 1 1 I I I I I I I I I 1 1 1 I I I I 11111IIrIIIIII1 1 I r I I I 1III1I I I I I I I I I I I I I t I I I I0:1 :I ::: : : : ::::::l l : ::::l---r-__I--I ..I---t------I----...----I---+----I---------------------I-------------I---------I------...-----..----I----..---r---I----------------------1------------..---------1-------1rIIIIII I I I I r I I I I I 1 I I I I I II I I I 1 I I I I I I I I I I I I t I I I I t 1rIIIIII I I I I I I I I I I 1 I I 'I I 1I I I I I I I I I I I I I I I I I 1 I I I I I II I I I 1 I I I I I I I I I t I I I I I I I I II I I I I I I I I I I I I I r I I I I I I I I II I I I I I 1 I I I I I I I t I I I I r I I I II I I I I I 1 I I I I I I I I I I I I I I I 1 1I I I I 1 I I I 1 I I I I I r I I I I r r 1 r II 1 I I I I I I 1 1 r I I I r I I I 1 I I 1 1 II I I I 1 I I I I I t I I I I I I I 1 I I r I I
-1,50 iii iii iii iii iii iii iii iii
0,1
-1,25
0,00
r----
~
CD -0,25
CD
Cj-
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-0,50
c
:::I
0
U -0,75
:::I
co
Lu -1,00
TEST RESULTS
MW-18 SLUG TEST RESULTS
(interpretation using WHIP)
T=55.5 ft2/day
S=2.23e-5
Re=0.160 ft
K=4.4e-4 em/sec
(assuming b=45 ft)"";";i';'~;:;;il;/"'::'~'
"-
HYDRO
GEO
CHEM,INC.Approved Date Reference
h:/718000/hydlslO2Iwhi
Figure
6
00000 measured
s lmu I ate d
---,---j--------------------1------------I--------j------i----,-------1-- -----------------------------------,--------1---------------1----i---I---j--------------------1------------1--------1------
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•I 1 I I 1 1 I 1 I 1 I 1 I I 1 1 1 1 1 1 1 1I I I I I J 1 I 1 I I 1 I I 1 I 1 1 I 1 1 1I 1 1 1 I I 1 I 1 I 1 I I 1 I 1 1 J 1 1 I1 1 1 1 I I I I I 1 I I I I I I J I 1 1 II I I I I "J I I I I I 1 I 1 J I 1 I 1
::::::I 0::::::::::::::::::::d 0\:!::\:!\I :;:;:\\--~---~--------------o----i------------:-----b---9----~----i---~---f--i---------------------~-----------~--------~------i-----~----~---~--+--~--------------------i------------~--------~------:
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I I :0]i :!!:]iii i i :i :!::i i
J I r I I r J I I I I I r I I I I I I IIIII I r I I I I I I r I I I I I I IIIII I r I I I I I I I I I I I I I IIJII I I I I I I I J I I I I I I I IIIII I I I I I J I J I I I I r 1 I I
0 'I I I 1 I I I I I I I I J I I I I r r I II I I I I I I I 1 I "I I I 1 I I 1 I I I__-f-__I---- --_____------to- ------_..- - - - --I-- -_--f-- - -~- - --1---...--..- ----- --- - - --------- -to-------- - ---f------ - --f- -----..- - - - -...----I-- --I-- --1---1----------------------l--- --- - - - - - -to-- - --to--_I I I I I I I I 1 I r I I I I I I 1 r I I I
\\\:~\:II \:::::II :\\\\::I I I I I I I I I I I I I I I I I I I I I II I I I I t I I I I I I I I I I I I I I I II I I I I I 1 I I I I I I I t I I I I I I IIIIIII I I I I I I I I I I I I I I I IItIIII I I I I I I I I I I I I I I I IIIIIII I I I I I I I I I I I I I I I III1III I I I I I I I I I I I I I I I II I 1 I I I I I I I I I 1 I I I I I I I I II I I I I I I I I I I I I I I I I I J I I IJIIIII I I J I I I I I I I I I I I I I
0,25
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10
I-
MW-18 SLUG TEST RESULTS
(with skin)
(interpretation using WHIP)
TEST RESULTS
T=66.0 ft2/day
S=0.02
Re=0.167 ft
SKIN=6.54
K=5.2e-4 em/sec
(assuming b=45 ft)
HYDRO
GEO
CHEM,INC.Approved Date Reference
h:1718000/hydtst02/whip
Figure
7
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s lmu I ate d
10010
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--'1--'i- - - - - --- - ----- - - - --,-- - --------j - - --- --'1-----.-- --1-- --.-- --I- --1---.-- - - - - - - ---- - - - - - --"i- - - ----- - --.-- - - - - --,-- - - - -i - - - -i"- --.-- -i'--1--1-- - - - - - - - - - - - - - - - --1-- ------ - - --- - - - - - --- - -'i- - - --.- - - -i - --1---.--.
I I I I I I I I I I I I I I I I I J I I I I I I I I II I 'I I I I I I I t I I I I I I I I I I I I I I I II I 'I 1 ,I I I I r I I ,I 1 f , I I I I I I I I rIIII1II I I I I I I I I I I I I I I I I I I I II I I I •r I r I I I 1 I I I I I I 1 I I I I I I I II I I"I I r 1 I I 1 I t I I I I I I I t r I I I IIrrI,I I I I I I I I I I I I r I I J I I r I I I, r I I r I I I I I I I I I ,r I I 11 •I I I cPW', ,, I I I I I I I I I I I I I I I I I I ,,I I I I, I I I I I I I I I I I I I I I I I I ,I I I I I I II I I I I •I I I I I I I I I I I I I I r I I I I
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t I I I I 1 1 1 I 1 1 I I 1 I I I I I I', I 1 1, 1 1 1 I 1 1 1 I 1 1 r 1 1 I I I , I 1 I I I 1 1, 1 I I I I I I I I I I I I I I I I I I I I I I II I I I I 1 1 1 I I I I I I ,I I I I "I , I II I I I I I I I r I I I I I I I I I r 1 I I I I IrI1I1I1 1 1 I 1 I I 1 I I 1 1 1 •I 1 1 I 1 1lit11II 1 1 I I I'1 ,r I 1 1 •I 1 I 1 1 r 1 1- - T--T - - - --- - - - ----- - - --"'"1-- - ------ --/'"- - - - - - -T - - - --,----.,- - --,---.,- --,---j---- - - - --- ---- - - - - -T----------"'"1-- - - - - --1-- - - --r-- - - -T---.,- - -T--.,--.,---- - - - ----- - - - - ---r---- - - - - - - - - - - -T -- - --.,- - --"'"1-- - -T- --1---T--,1 1 •I 1 ,,I 1 I I 1 I 1 I 1 I 1 1 I r I'1 1 1 I I
I 1 I I I ,I I I I I I I I I I I 1 1 I I 1 I I 1 I I II 1 I I 1 r I I 1 I r 1 I I 1 1 1 1 1 r 1 1 r 1 1 1 I I1 1 I I 1 r 1 r 1 1 r 1 1 I 1 I 1 1 1 I I I I 1 1 I I I,I 'I'I 1 r I 1 1 1 1 I 1 1 I I I 1 1 I 1 I I 1 r 11III,1 I r 1 1 I 1 I I 1 1 ,I 1 r I I 1 I I I 1 1I I I r I 1 I 1 1 1 I 1 I I 1 1 , , 1 1 I I 1 I I I 1 1,I I 1 I 1 I 1 I 1 I 1 I I 1 1 I ,1 1 I 1 I I I 1 1!:::::1 ::::!::i J !:l :~o i:!:!:::::::::l :::::::::::l 0:1 :: :::::--i--i------------------T----------r-------r-----1----l---T--l---r--r------------------i----------T------T-----r----r---1---r--l--l-------~-O-0----r----------i-------i-----l----T---f---~---r--i
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:!::1 i J !!::!:::b P!l ::i !:!::::--t--t-------------------:-----------~-------t-----1----~----~--~---~--:-------------------t-----------:-----0 -:--0--~Q--~---~---~--~--~-------------------~----------t-------+-----~----~----~---:---t--:
J I I I I I I I I I I I I I I 1 I I 1 •1 1 I r r I 1 1, r I I I I I , 1 I I 1 1 I 1 I 1 1 I I 1 1 I I 1 I 1 1, 1 I I I I I I 1 I I 1 1 I 1 I 1 r I I I 1 I I r I 1 I
, 1 I 1 I 1 I , I I I I I I I 1 I I I I 1 ,I 1 I 1 Ir1I1II1rIII1 1 I I 1 I I I I I I 1 1 I Ii:0:0 :0 :0 ep d 0:0 J I !1 ]!::!f!:[1 J !::
I •1 1 I 1 1 ,I I I I I I 1 1 1 I I I • 1 I IJIIII 1 I I I I I I 1 1 I I I 1 , I 1 r IJ •1 I I I I I I •r I I 1 1 I I 1 I I 1 1 I
I I I I "I I I I I 1 1 I 1 1 1 1 1 , I I 1 II I I I 1 I I I 1 I I 1 J 1 I I 1 I I 1 1 1 1 I , I I 1 1- - T --- ----------- - --,---- - - - --- -i - - - --- -r - - - - -'T- - --,- - --r--,- --,---r- - --- - - - ----- --- - -T ---- ------,-- - - - - --1-- - - - -r - - - -r- --,- --r--,--,- - --- - ---------- - --r- ---- - --- -T - - - --- - T - - - --,- - --,-- - -r - --1---r - -1
I I'1 I 1 , 1 I I 1 I 1 I I 1 1 I 1 I 1 1 I 1 I I 1 1I 1 I I I I I I 1 1 I 1 I 1 I I 1 I 1 1 I 1 I •1 I 1 1 I1 1 I I I I I I 1 1 r 1 I 1 I 1 1 I r J I 1 I I 1 1 1 I 1r1IIIIIr1 1 r 1 I 1 I I 1 I 1 I I I 1 I 1 1 1 I 1
1 1 I r I 1 1 r 1 1 1 1 1 1 I I 1 I I I "1 I 1 I 1 I II 1 1 1 I 1 1 1 1 1 1 1 r ,1 1 1 I 1 I I I I I 1 I I I ,
I 1 1 1 1 1 I I 1 I 1 I I I I I I I I I r I I I I I I I I01 1 I 1 I 1 1 1 1 1 1 1 I I I 1 I 1 1 I r I I I 1 I 1 , I1 1 1 1 I 1 1 I I 1 I I 1 I I I I 1 I I I I I I 1 I 1 I II,1 1 I 1 I 1 I I I 'I'1 1 I I I I 1 I I I 1 I I I ,1 I I 1 I I I 1 I 1 1 I 1 ,I 1 I I 1 I 1 I I I 1 1 1 I I1 I I I 1 J •1 I 1 1 I 1 I I 1 I I 1 I 1 I I I 1 1 1 I I
1 I I 1 1 1 I 1 I I 1 I I I 1 1 I 1 1 I 1 I I I 1 1 1 I ,- - +- -+------ - - - ----- - - - ---1-- - ------- -..--- - - - -+-- - - - -..-- --;- - --I---;- --I---I----- - - ----- --- - - - -+-- - ---- - - - --1-- - - - - _-1-- - - - -..- - --I-- - -..---I---;--..- --- - - - - - - ---- - -_--I-- ---- - - -__+-- - - --__+--;--1 ..1 I-__,
I I I 1 1 •I 1 I I I I 1 I 1 I I I 1 r 1 I ,I 1 1 1 I II I •1 1 •I I I I 1 I 1 1 1 I I • 1 I 1 1 I I I I 1 I I, 1 I 1 1 I I I I I 1 I J 1 1 I I I 1 1 I 1 I 1 I I I I II 1 I 1 1 I , I I I 1 I J 1 I I I I 1 1 1 1 I 1 • I 1 I ,I 1 I 1 1 I I I I I 1 I 1 1 I I I I 1 1 1 1 I 1 I I 1 1 II I I 1 1 I I I I I 1 I I 1 1 I I I 1 1 1 1 I 1 I I 1 I ,I I I I 1 ,I I I , 1 I 1 I I I I I 1 1 I 1 I I I I J I I
I I 'J 1 I I I I , 1 I I I 1 , I I 1 I 1 I I I I I 1 I ,r I I 1 I I I , I I 1 I I I I I I I I 1 I I ,I I I 1 I II I I I 1 I r •I , I 1 I I I I I I I 1 1 1 I I I I 1 r ,til I I I I I 1 I 1 1 I 1 I I 1 I I 1 1 1 I 1 I I ,I I
-1075 Iii iii iii iii iii iii iii iii iii iii
001
-1000
c
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L
U
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-0075
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TEST RESULTS
MW-19 SLUG TEST RESULTS
(interpretation using WHIP)
T=0.929 ft2/day
S=0.032
Re=0.154 ft
K=7.1 e-6 em/sec
(assuming b=47 ft)
A.~,,,,,"
HYDRO
GEO
CHEM,INC.Approved Date Reference
h:/718000/hydlslO2lwhip
Figure
8
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f ~I:
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s lmu I ate d
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, 1 1 1 1 I 1 1 , 1 1 1 1 1 ,'I 'I 1 1 1 1 1 11 1 1 1 I I 1 1 1 1 1 1 1 I I I 1 f I 1 1 1 1 1 ,I 1 f 1 ,1 I 1 , 1 1 1 1 1 1 f'I',1 1 r 1 ,
:::::::::l l :::::::::: ::::1 1 1 1 I I f I 1 1 •1 1 1 1 1 1 1 1 I 1 1 1 r1 1 1 1 r lit 1 1 1 1 1 1 I 1 r 1 I 1 1 I 1 11 1 1 1 1 1 1 , 1 1 ,1 1 r I 1 1 1 1 1 I 1 1 11 ,1 I 1 1 1 I 1 , ,1 1 1 1 1 1 1 1 1 1 1 1
1 ,1 1 1 lit 1 ,r I'1 1 1 1 1 1 1 "I1 ,1 1 1 1 1 1 1 1 1 I 1 1 1 • 1 1 1 1 I'11 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 r 1 1 11 I 1 1 1 1 , 1 1 , 1 "I 1 'I I 1 1 1 I 1 1 1--T--r-------------------.-----------r-------r-----'----,----I----,---,---I-------------------T----------~--------1------r----r---'-----,--,-------------------,-----------------------..,-----1----,---r--l
, 1 'I 1 1 , 1 1 r 1 1 1 1 1 'I 'I ,r 1 1 1 1, 1 'I.1 1 1 •1 1 r 1 1 1 1 1 1 1 I I'1 ,I 1 I 1 I 1 r 1 1 1 1 1 1 1 1 1 1 1 1 r 1 I 1 1I 1 1 1 1 1 1 1 •1 1 1 1 1 ,I'"I 1 1 •,I 1 1 1 ,1 I 1 1 1 1 1 1 •1 I'I'1 1 I ,1 1 I'1 1 1 1 r 1 1 1 1 ,1 I'I'1 1 , ,:l ::::::::l ::::::::::::1 ,1 1 I I 1 , I 1 1 1 1 ,,1 1 1 I 1 1 I I1 1 1 1 1 1 1 1 1 •,1 1 1 1 1 1 1 1 1 1 1 r1 ,1 1 1 1 1 1 1 •,1 1 I 1 1 1 1 1 1 1 1 1--~--~------------------~-----------~-------~-----~----~----~--~---~--~------------------l----------~-------~------~----~---~-----~--~-------------------~-------------l-----~----~----r_---:---~--:•1 1 1 1 1 1 1 1 ,r I'1 1 1 1 1 1 1 1 I , 1 1 1 •::!:::!::::::i i :i !i i 0 i::!:J !, 1 I 1 1 1 , 1 •1 1 I I 1 1 I 1 I 1 •1 1 I 1 I r I II 1 I 1 1 1 , 1 I 1 1 1 1 1 1 'I 'I I 1 1 I 1 I I , ,1 1 I 1 I 1 , 1 I 1 1 I I 1 1 1 1 1 1 1 I 1 1 1 I 1 I I
: ::::::::: ::::l ::::I:l ::::::1 1 1 1 I 1 r 1 I 1 •1 1 ••r 1 ,.I •1 1 I 1 I I:l ::::::::::::::l ::I::::::::1 1 1 I I I 1 1 I 1 I 1 1 ,I I.r 1 I I I 1 1 I 1 I I__+__+-I 1-~01 -I I-__-I I-__I--l--I -1 1-1-01 -1__01___________I--l-+-I -I I-I I-__I
1 I I'I 1 1 I 1 1 I 1 1 ,,1 I 1 I 1 1 I 1 1 1 1 1 11 I 1 I 1 1 1 I 1 1 1 1 1 1 I 1 I 1 1 I 1 1 1 1 1 1 1 11 1 1 I 1 1 1 I 1 •I 1 1 I 1 1 I 1 I r 1 I 1 1 1 1 1 11 1 1 1 1 1 1 I 1 1 1 1 1 I I 1 I 1 I 1 1 I 1 1 1 1 1 11r1111 1 I 1 I 1 1 1 ,1 1 I 1 1 1 1 I 1 1 1 1 1 11 ,1 1 1 1 •I 1 I ,I.'1 1 1 1 1 1 1 1 ,1 1 1 1 1Ir1111 , I 1 1 I 1 1 r 1 1 1 1 1 1 1 I 1 1 1 1 1
1 1 1 1 1 1 •1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I 1 1I 1 1 1 1 1 , 1 1 lit 1 1 1 I 1 1 1 1 1 I 1 I 1 II 1 'I 1 1 , 1 1 I 1 1 1 1 1 ,1 1 1 1 I 1 I 1 I1 1 I 1 1 1 1 1 I 1 1 I I 1 1 ,1 1 1 I 1 I I I 11 1 I 1 1 1 I 1 I 1 1 I I 1 1 1 1 1 1 I 1 •I I I1 1 1 1 I ,I 1 I 1 1 1 1 1 I 1 1 I 1 1 I 1 1 1 1 1 I 1--+--+-------------------:-----------I--------r-----7----7 ----}---~---:---:-------------------+-----------1--------1--- --I-----f---t--~---f-------------------:-----------+-------+------1-----:----~---:---I---:
1 1 1 I I I 1 1 I 1 I 1 1 1 1 1 I 1 I I 1 1 1 1 I I1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 I 1 I 11 I 1 I 1 1 1 1 1 1 'I 1 1 1 I 1 'r,1 1 I 1 I II 1 I 1 1 1 1 I 1 •I 1 1 1 1 1 1 1 I I 1 1 I 1 1 I1 1 I 1 1 1 1 I 1 I I 1 1 r 1 1 1 I 1 I 1 I 1 1 1 11 1 I 1 1 I 1 1 I 1 1 I I 1 I 1 1 r 1 1 11 1 1 1 I 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 11 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11•I 1 I I 1 1 1 1 1 I I I 1 1 1 1 1 1 1 I 1 1 1 1 11 I 1 1 1 I I 1 I 1 1 I 1 1 1 1 I 1 1 1 1 I I 1 I 1 11 ,1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 11 ,1 1 I I 1 1 1 1 1 I I 1 1 1 1 1 1 I 1 I 1 1 1 1 I1 1 1 I 1 I r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 I I 1 I- -T- - T--- - - --- - - - - - ----..,-- - - --- - - --r-- ---- - r-----'T----.,- ---r--.,- --r--r- ----- - ----- - - ----T- ---- - - ---..,-- -----..,------,..--- -r - --,- --T--,--,- - - - - - - - --- - - - - ----r-- --- - --- -T--- - - --T - - ----,--- -..,----,..---1---r--,
1 I 1 1 1 I 1 1 1 1 ,1 1 1 1 1 I I 1 1 1 I I 1 1 , I I 1I I 1 1 1 1 1 I 1 I I 1 1 1 1 r 1 I I I I 1 I 1 1 1 I I I1 1 1 I 1 1 1 1 1 • 1 1 1 1 I 1 1 1 r I 1 I 1 1 1 1 1 1 II 1 I 1 1 1 1 I 1 1 1 1 I 1 I 1 1 1 1 1 1 r 1 1 1 I 1 I II1111•I 1 I I 1 1 I I 1 1 1 1 1 'I'1 1 I 1 11 1 I 1 1 1 1 I 1 I I 1 1 I r 1 1 1 1 1 'I I 1 1 1 1 1
1 1 I 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111 1 1 1 I 1 I I 1 1 1 I 1 1 I I 1 I 1 1 1 1 1I111 1 1 1 I 1 I 1 1 1 1 I 1 1 I I 1 I 1 I 1 1 1I1I1 1 1 1 r 1 1 I 1 1 1 I 1 1 1 r 1 I 1 I 1 1 1r111 1 1 1 1 1 1 1 1 1 1 1 1 1 r I 1 1 •1 1 1 11 I 'I I I 1 1 1 1 1 I'1 1 1 1 1 1 1 I 1 I 1 1 1 1 11II111 1 1 I 1 1 I I 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1__+__+-1 1-+-..-..----I----l---I---I-------------------.-----------I--------I------I------I----..---fo---I---I-------------------I-----------+-------+--l -I I--I I--_
1 1 I'I 1 , 1 I 1 1 I I 1 1 I 1 1 1 1 1 1 1 I r 1 •11 I 1 I I I I •I 1 1 r I 1 1 I 1 I 1 1 1 1 1 I 1 1 I 11 I 1 I I I I 1 I 1 1 I I I 1 1 1 1 1 1 I 1 1 1 I 1 1 11 ,1 1 I I I 1 1 1 1 I I 1 1 1 1 1 1 1 I 1 I 1 I 1 I 11 1 1 1 I I I 1 1 1 1 I I 1 1 I 1 I 1 1 1 1 1 1 I I I 11 I 1 1 I 1 I 1 1 1 1 I I 1 1 , 1 I 1 1 1 1 1 1 I I I 11 1 1 1 I I I 1 1 1 1 I 1 1 1 , 1 1 1 1 1 1 1 I 1 1 1 11 I 1 1 I 1 I 1 1 1 1 I I 1 1 1 1 I 1 1 1 1 1 I I I I 11 1 1 I I 1 I 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 •I 11 I 1 I I I I I I 1 1 1 1 1 1 I 1 I 1 I 1 1 1 ,I I I 11 I 1 I 1 I 1 •I 1 1 1 I 1 1 I 1 I 1 1 1 1 1 I I I , 11 I 1 I I I I 1 I 1 1 1 I 1 1 I 1 I 1 1 1 1 1 I I •I 1
-1 .75 iii iii iii iii iii iii iii iii iii i
0.1
l lme
10
Cmlnules)
100
I-
MW-19 SLUG TEST RESULTS
(with skin)
(interpretation using WHIP)
TEST RESULTS
T=2.24 ft2/day
S=0.0273
Re=0.167 ft
SKIN=2.24
K=1.64e-5 em/sec
(assuming b=47 ft)
HYDRO
GEO
CHEM,INC.Approved Date Reference
h:/718000/hydls102/whi
Figure
9
o
-
-
-1 0 1
..,...)
Q)
Q)
Cj-
00000 me6sured
s lmu I 6 te d
-0'p 6 --------------------------------------------------------------------------------------------------f-------------------------------------------------:-------------------------------------------------:
:I 0 0:
O : 0 0::,,,
O 0 r ::,,,,,,,,,
I I I IIIIII1II
O I 1 I III1IIIII-0'7 ---------------------------0-------------------~-------------------------------------------------~-------------------------------------------------~-------------------------------------------------:r-'\.II I r I JIII11IIIIIIIIIIIOI1II:l ::I I I II,I IIIII
O I I ,r
I I I IIIIIIIIIIII11II1'----../-0'8 -------------------------------------------------~-------------------------------------------------~-------------------------------------------------~-------------------------------------------------la,I I ,
,I I I
O I I I IIIII
I I I IellIIIIIIIIII/I I I I~I I I III,I
O 0 ::::,I I I,I I IIIIIUIIII-0 9 -------0----------------------------------------~---------------------------------------L --------------------------------------------~-------------------------------------------------:
/a I I I~:::I'7'""'i I I I,v I I I,"(0:::L'I I,"~0:::U I I I0'","
-1 0 0l---0---------------------------------------------~-------------------------------------------------------------------------------------------------~-------------------------------------------------i
0 '",",",","B '",",",":::,",","
I I I I I I I i I I I I I I I I I i I I I I I I i
5 10 15 20
t Lme (m Lnut e s )
TEST RESULTS
T=0.276 ft2/day
S=0.02
Re=0.213 ft
K=8.2e-6 em/sec
(assuming b=12 ft)
I ~~RO Mtn~~~p~~~:~~;~gR0~ygs
__CHEM,INC.IA:AP;p;;pro~vedr__--IO':Dati;'"e----~;;;:;;-----r;::;:=-----Jr~Reference Figure
h:/718000/hydtslO2Iwhip 10
-0.30
-0.40
,r--..
-0 -0.50
Q)
Q)
Cf--0.60
'--../
c
::l -0.70
0
U
::l -0.80co
L
u -0.90
-1.00
- 1 .10
00000 measured
s \.mu I ale d
------------------------1-----------------------1--------.---.---1---1------------------------------I--------I------,----j--------1---------------------,-----------.-----------------1-------1----
l :::: :::J::::::I I I I I I I I I I I I r I II'I I I 1 ,I I I I I I I I::\\\::\:\\\\\:r I I I I I t I r I I I I I I::l:::~:::l ::::I I 1 I I I I I I I 1 I 1 I III', I I I I I I I I 1 1 I--------------------...,-----------------------,--------r--,---r---r------------------ ----------...,-------...,------r----r-----,---------------------r----------T----------------.,-------I-I 1 I I I I I I I I I I I I I I
I •I I I I 1 I I I'I I I I•'I I I I 1 I 1 I I "I'•I I I I 1 ,I 1 I I r I I':::: :::::::::::r r r r r I ,I 'r r r r r Irrr r I I ,r "r r r r rrrr r I I r r I I r r I r rrrr1 I I r r I t r r r Irr1 I I r r t r I 1 1 1 1 1 1_ __-1_______.l_____,-__.J '-__'-________ _ _.J -1 L I._____.J___L l.__________L I I.__
1 I I I 1 1 1 I r,1 1 1 1 1 I1II I 1 1 1 ,I'I 1 1 1 1 II1I I 1 I I I I I I J I I I ItIlI 1 1 1 1 I"I 1 I 1 ,I ,r r r r I r I r I "I 1 I,,r r r r I r r r I ", ,r,I r r r r I r I r r r I r , r,,r r r I I r r r r r,r , rIrr r 1 1 I r 1 r r r,r I rIrr r 1 I I r ,r r r,r r rrrr r , ,r r 'r r r,r r I------------------_:------------------ -----~--------~--~---~--~----------------------------~-------_:------~----~--------~---------------------~----------~--- --i-----~----_:----~--_:---~--:r r,I I I r I I J 1 I r I I r 1 r ,IrII'r r r I r,1 r I r I ,r I ,r J I'r r I I r I 1 r 'r I I r r ,,I t I r r r r I r I 1 I 'r ,I r I ,I 1 ,r r r r r I r I I I 'r ,I t r Ir,,r r r r r r r r I 1 I r ,I 1 I 1r,I r r I 1 1 r r r'I I I I I I I Ir,,r r r ,I r I r I ,I r I I I I ,r I I 1 r r I I r I r I ,r r I I 1 ,Ir,I r r 1 ,I r ,r I r 1 I , 1 I I, r r 1 1 r , ,,r 'r 1 ,r I 1 , 1 I ,__.1.__.1.____.J___________ __,.1____ _'-__.J '-__L_____________.J 1 '-L_____.J___l.J..J .J L__.J L__,
, 1 r 1 I t I I 1 1 'I 1 I r , r 1 , I ,, I r r,, ,I 1 I 'J 1 r I ,I r I 1 ,I ,I J'I r I I I I I I I J r I I r I II I J I r r 1 I I ,I I I I I I I I r I IIr••I I I 1 1 r I'1 1 •I I 1 I I II I •I I I I 1 I 1 I I'I ,I • I I , 1I I I I 1 I I 1 I I r I'1 r I I I 1 r I1 I I I I I I 1 1 I J I r I I I I r J r II 1 I r I I J ,I I •I r 1 I 1 r 1 I I III1II I I ,I I I I •r I I I r 1 IrIII'I I r r I 'I I I I I I I r 1 II I I "1 I r I I r 1 I I I I I 1 1 I t I--1--1-------- ---------T----------------------1-------T--r-T--r----------------------------r------T -----r---or----1--1------------------T----------r-------I -----l----r---r---i---r--i
1 1 I I I I 1 1 I I I til •I 1 I I ,I: ::::: :::0 :: :::::: : : :::::::::0::::l :: : : : ::I I I I I I I I I t I I I I I , I ,J
1 I I I "I r r I I I r r r I I 1 I I I r JI I I I I I I I 1 I I I I r I lIt,I r 1__1__1___..L_____ _1_______LQJ Q ..J .._J L L___ ___L__J__1 L L 1 J J L__J L__:
I I ,I 1 I I I 1 I I 1 r I 1 I I I I I r11rIrII1I1I I r r J I 1 r 1 I II11II,I I I I I I r J I I 1 1 I r: ::0 ::::::::::::::::::, I r I 1 I I I r J 1 I I I I r 1 I I , 1:l : 0 : :l ::::::l::::::::r I I I 1 I I 1 r I I •J I r I I I I I IrIIIIII1 I 'I I 1 1 r 1 I I 1 I I1III1,I 1 I I'I 1 I ,1 I r 1 I I--t--t-------------8---+-----------------------------+----+-T----------------------------l-------+-----f----f"-- ---t--i--i-------------------r----------t-------f-----i----+---f--+--r--!
I r I J 'I r I I I r I I I I r I 1 I 1 I II I I I ,r r I I I r I I I I r 1 I r I r II I t I I I I I I I I I I I I I I I I I I II I I ,'I I 1 r I 1 1 r 'I 1 1 1 1 , 1 II I I I I I I I I I I I I I I I I r I I I I\\:\;\\!\;\\\::\1 \\;\:J I I I I I I I I 1 I I I I I I I I I I I I1 1 I I I I 1 r I J I I I I I I I 1 I r I r
0.1
lLme
10
CmLnules)
100
I-
MW-22 SLUG TEST RESULTS
(interpretation using WHIP)
TEST RESULTS
T=0.603 ft2/day
S=0.014
Re=0.183 ft
K=4.2e-6 em/sec
(assuming b=51 ft)
HYDRO
GEO
CHEM,INC.Approved Date Reference
h:/718000/hydls102/whi
Figure
11
APPENDIX A
RESULTS OF AQTESOLV ANALYSES OF AUTOMATICALLY LOGGED DATA
24.
6.
12.
----fS 18.
+-'cQ)
EQ)oco
0-W
(5
o o
1.E+041000.100.10.
Time (min)
1.0.1
O.L.........bd=±:±::tJ::IIL----.L-.L.ULLWl.--.L-l..--.Lil.WL----L..L.LUill.l.--l-L-l.J...lWL----L..L.LLilllJ
0.01
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw01 p.aqt
Date:08/16/02 Time:13:50:47
PROJECT INFORMATION
Client:iuc
Test Well:mw01--
AQUIFER DATA
Saturated Thickness:20.ft Anisotropy Ratio (KzlKr):1.--
-
WELL DATA
Pumping Wells Observation Wells
I Well Name
I
X (ft)
I
Y (ft)II Well Name
I
X (ft)
I
Y (ft)
Imw0100omw0100
SOLUTION
Aquifer Model:Leaky Solution Method:Moench (Case 2)
T =0.0432 ft2/day S =0.008
riB =1.E-09 B =1.E-05
Sw=O.Rw =0.12 ft--
24.
........01-'18.-'-"
01-'CCDE
CD()co
0-en 12.is
6.
o
oo
1.E+041000.100.10.
Time (min)
1.0.1
O.1.........,kd=±±:t:tIIL--.L-.L.LLLW.L-L...L...LLLWL--.L-.L.LLLW.L-J--L-.Ll.lWL-.L--.LLLUID
0.01
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\agtesolv\mw01 unc.agt
Date:08/21/02 Time:15:57:46
PROJECT INFORMATION
Client:iuc
Test Well:mw01--
AQUIFER DATA
Saturated Thickness:40.ft Anisotropy Ratio (KzlKr):1:-
WELL DATA
Pumping Wells Observation Wells
I Well Name
I
X (ft)
I
Y (ft)II Well Name I
X (ft)
I
Y (ft)
Imw0100omw0100
SOLUTION
Aquifer Model:Unconfined Solution Method:Moench
T =0.09783 ft2/day S =0.01
Sy =0.001 B =1.E-05
Sw =0.Rw =0.12 ft
alpha =TE+30 min-1 -
o 0 0oo0 0
000 o 0 0o0 0 0 0
o 0 00 =
0.8
g
oI......I
0.6
0.4
0.2
100.10.1.
O.L-_-"------'-----'--.l-L.L.Ll--'-----_----'----L----'----'----l.-L.L..L.L-_--L-----.JL-...l----'-..L.LLLJ
0.1
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw03.aqt
Date:08/16/02 Time:13:53:03
PROJECT INFORMATION
Client:iuc
Test Well:mw03--
AQUIFER DATA
Saturated Thickness:5.2 ft ..
-
WELL DATA (mw03)
Initial Displacement:0.202 ft Casing Radius:0.125 ft
Wellbore Radius:0.33 ft Well Skin Radius:0.33 ft
Screen Length:5.2 ft Total Well Penetration Depth:5.2 ft
Gravel Pack Porosity:0.99
SOLUTION
Aquifer Model:Unconfined Solution Method:KGS Model
Kr =4.042E-07 em/sec Ss =0.01923 ff1
KzlKr =1.-
1.I I I I
f-
l-
I--
f-
-
:.'.J .........:~;;:;--'l--.........--cQ)
E
Q)uctl
c..
C/)
0
In--~~o 0DO OOnno 0 0 000u0u0 0 0 0u
0.1
O.
I I I I I
10.
I I I
20.
I I I I
30.40.50.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw03br.aqt
Date:08/16/02 Time:13:53:37
PROJECT INFORMATION
Client:iuc
Test Well:mw03--
AQUIFER DATA
Saturated Thickness:5.2 ft Anisotropy Ratio (KzlKr):~-
WELL DATA (mw03)
Initial Displacement:0.202 ft Casing Radius:0.125 ft
Wellbore Radius:0.33 ft Well Skin Radius:0.33 ft
Screen Length:5.2 ft Total Well Penetration Depth:5.2 ft-Gravel Pack Porosity:0.99
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =1.478E-05 em/sec yO =0.18 ft
0.8 EOo
o
0.6--.....~'+-"-"
0 0
I-...I
0.4 Do
0.2
1000.100.10.1.0.1
O.L-----'--J-'-J....LL.l..l..l.-----'---'-L....L.LLLLL_L--L-'---.l..-.LLLLL.---'---'------L.L.L.l..JL..l..L..-----'---'-l.-J-l...Ll..l.J
0.01
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\agtesolv\mw05.agt
Date:08/16/02 Time:13:54:26
PROJECT INFORMATION
Client:iuc
Test Well:mw05--
AQUIFER DATA
Saturated Thickness:10.ft --
-
WELL DATA (mw05)
Initial Displacement:0.533 ft Casing Radius:0.167 ft
Wellbore Radius:0.27 ft Well Skin Radius:0.27 ft
Screen Length:10.ft Total Well Penetration Depth:10.ft
Gravel Pack Porosity:0.99
SOLUTION
Aquifer Model:Unconfined Solution Method:KGS Model
Kr =3.454E-06 em/sec Ss =0.004419 fr1
KzlKr =1.-
..........~
+-'c
Q)
EQ)
()
ctl
c..CIJ
i5 o
o o o
0.1
O.80.160.240.320.400.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\agtesolv\mw05bret.agt
Date:08/16/02 Time:13:56:44
PROJECT INFORMATION
Client:iuc
Test Well:mw05--
AQUIFER DATA
Saturated Thickness:10.ft Anisotropy Ratio (KzlKr):~..
-
WELL DATA (mw05)
Initial Displacement:0.533 ft Casing Radius:0.167 ft
Wellbore Radius:0.27 ft Well Skin Radius:0.27 ft
Screen Length:10.ft Total Well Penetration Depth:10.ft
Gravel Pack Porosity:0.99
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =2.434E-05 em/sec yO =0.4904 ft
..........
E-.....cQ)
EQ)
(,)co
0-en(5
0.1
O.80.160.240.320.400.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw05brlt.aqt
Date:08/16/02 Time:13:57:16
PROJECT INFORMATION
Client:iuc
Test Well:mw05--
AQUIFER DATA
Saturated Thickness:10.ft Anisotropy Ratio (KzlKr):~--
-
WELL DATA (mw05)
Initial Displacement:0.533 ft _Casing Radius:0.167 ft
Wellbore Radius:0.27 ft Well Skin Radius:0.27 ft
Screen Length:10.ft Total Well Penetration Depth:10.ft
Gravel Pack Porosity:0.99
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =3.857E-06 em/sec yO =0.2695 ft
0.8
o
0.6
....-..-1=----0I--I
0.4
100.10.1.
Time (min)
0.1
o.'-------'--------'----l-L---'--'--J--l.l-_-'-----L-.J--L...L-'--L.LJ_-----L------'--'-'--L.L.l--'--'----_-'-.I-..l.----'---'--L.L.L.J
0.01
0.2
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw17.aqt
Date:08/16/02 Time:13:58:02
PROJECT INFORMATION
Client:iuc
Test Well:mw17--
AQUIFER DATA
Saturated Thickness:18.ft-
WELL DATA (mw17)
Initial Displacement:illft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:.1.§.:ft Total Well Penetration Depth:18.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:KGS Model
Kr =2.563E-05 em/sec Ss =0.0001706 fr1
KzlKr=1.-
...-..E.....c(])
E(])1.
()ctl
0..en
is
0.1
O.8.16.24.
Time (min)
32.40.
::.•
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw17br.agt
Date:08/16/02 Time:14:04:08
PROJECT INFORMATION
Client:iuc
Test Well:mw17--
AQUIFER DATA
Saturated Thickness:18.ft Anisotropy Ratio (KzlKr):1:-
WELL DATA (mw17)
Initial Displacement:illft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:18.ft Total Well Penetration Depth:18.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =2.731 E-05 em/sec yO =0.959 ft
o
0.8
0.6
..........+-'..-.........
0I........I
0.4
0.2
o
100.10.1.
Time (min)
0.1
O.L-----.L----L.-l---.L.LUl.1_-L--..l.-.L--LU-l..ll-_.l.-.JL---.LLLLLiJ..::::~fh:I:f!lJllml__.LLU.J
0.01
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw18.aqt
Date:08/22/02 Time:12:36:33
PROJECT INFORMATION
Client:iuc
Test Well:mw18--
AQUIFER DATA
Saturated Thickness:58.ft-
WELL DATA (mw18)
Initial Displacement:1.23 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:45.ft Total Well Penetration Depth:58.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:KGS Model
Kr =0.0002892 em/sec Ss =4.573E-07 ff1
KzlKr =1.-
1.
..-....t='-'
+-'c
Q)
EQ)
()
<U
0-en
is
0.1
D
D
D
D
0.01
O.10.20.30.40.50.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw18br.aqt
Date:08/22/02 Time:12:38:01
PROJECT INFORMATION
Client:iuc
Test Well:mw18--
AQUIFER DATA
Saturated Thickness:58.ft Anisotropy Ratio (KzlKr):1.-
WELL DATA (mw18)
Initial Displacement:1.23 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:45.ft Total Well Penetration Depth:58.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =0.0002382 em/sec yO =1.191 ft
1.6
o
100.10.1.
Time (min)
o 0 0000000 0
ODD
0.1
o.L-------'--------'-----'------'----'--'--'--.L.L-------'------'.---'--J-'-L...L.Ll.-_..L---'------L---'--..LLLLL_----'-----'-.L.-.L-JL.L...L.LJ
0.01
0.8
0.4
g 1.2.....cQ)
EQ)
()
aj
c..
C/)
i5
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw19p.aqt
Date:08/16/02 Time:14:15:27
PROJECT INFORMATION
Client:iuc
Test Well:mw19p
AQUIFER DATA
Saturated Thickness:48.ft Anisotropy Ratio (KzlKr):1:.--
-
WELL DATA
Pumping Wells Observation Wells
I Well Name
I
X (ft)
I
Y (ft)II Well Name I
X (ft)
I
Y (ft)
I0000mw19pomw19p
SOLUTION
Aquifer Model:Leaky Solution Method:Moench (Case 2)
T =2.215 ft2/day S =0.0273
riB =1.E-09 B =1.005E-05
Sw =2.24 Rw =0.165 ft---
o
0.8
0.6
-.......-.......
0
I........I
0.4
0.2
100.10.1.
Time (min)
0.1
O.l-----L-L--'--L---'--LJ'--Ll.-_..L--'--L-'-LLLLJ_-'------'-----'---'---'--L.L...l..L-_J-L...L-L.LL.L.l..J
0.01
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\agtesolv\mw19.agt
Date:08/16/02 Time:14:11 :14
PROJECT INFORMATION
Client:iuc
Test Well:mw19--
AQUIFER DATA
Saturated Thickness:80.ft --
-
W~LL DATA (mw19)
Initial Displacement:1.15 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:47.ft Total Well Penetration Depth:80.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:KGS Model
Kr =1.693E-05 em/sec Ss =1.444E-06 fr1
KzlKr =1.-
0.8
o o o o
o
o
o
o
o
o
oo
100.10.1.
Time (min)
0.1
O.L---L------L---l-l---'---L.l--'-L.-_-'-----L-I--L...LL.L.U_-----'--------'----'--'-..L.L.L-U.-_'-----J'------.L-...L...L..JU-W
0.01
0.6
0.4
0.2
o
I---I
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw19c.aqt
Date:08/16/02 Time:14:14:38
PROJECT INFORMATION
Client:iuc
Test Well:mw19--
AQUIFER DATA
Saturated Thickness:48.ft-
WELL DATA (mw19)
Initial Displacement:1.15 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:47.ft Total Well Penetration Depth:47.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Confined Solution Method:KGS Model
Kr =1.628E-05 em/sec Ss =3.236E-06 fr1
KzlKr =1.-
i:;.~
..-...E--c
Q)
EQ)1.o~
0-en£5 00
o
o
o
o o o 0
0.1
O.20.40.60.80.100.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw19br.aqt
Date:08/21/02 Time:15:18:51
PROJECT INFORMATION
Client:iuc
Test Well:mw19--
AQUIFER DATA
Saturated Thickness:80.ft Anisotropy Ratio (KzlKr):~-
WELL DATA (mw19)
Initial Displacement:1.41 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:47.ft Total Well Penetration Depth:80.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =1.291 E-05 em/sec yO =1.038 ft
2--......c
Q)
EQ)
~
a.eno
1.
DO
o
o
o o
o o o 0
0.1
O.20.40.60.80.100.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\agtesolv\mw19brc.agt
Date:08/16/02 Time:14:12:47
PROJECT INFORMATION
Client:iuc
Test Well:mw19--
AQUIFER DATA
Saturated Thickness:47.ft Anisotropy Ratio (KzlKr):.L-
WELL DATA (mw19)
Initial Displacement:1.41 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:47.ft Total Well Penetration Depth:47.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Confined Solution Method:Bouwer-Rice
K =1.195E-05 em/sec yO =1.038 ft
g
+"'cQ)
EQ)1.
()
ctl
0-eni:5
00
o 0 o 0
20.16.12.8.4.
O.1 '----'-----l..-L-----'---'----'------'--L--l-----l..-L-----'---'---'---'--'----'-----l..-L-----'---'---'--.l--.J'----'
O.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw20br.aqt
Date:08/16/02 Time:14:17:53
PROJECT INFORMATION (with correction for partially
Client:iuc submerged screen)
Test Well:mw20--
AQUIFER DATA
Saturated Thickness:12.ft Anisotropy Ratio (KzlKr):1.:.--
-
WELL DATA (mw20)
Initial Displacement:1.06 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:12.ft Total Well Penetration Depth:12.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =9.31 E-06 em/sec yO =0.6583 ft
g
+-'c
Q)
EQ)
(.)
ctl
c..eno
1.
0.1
O.4.8.12.
Time (min)
16.20.
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw20brnc.aqt
Date:08/16/02 Time:14:18:29
PROJECT INFORMATION
Client:iuc
Test Well:mw20--
AQUIFER DATA
Saturated Thickness:12.ft Anisotropy Ratio (KzlKr):1:-
WELL DATA (mw20)
Initial Displacement:1.06 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:12.ft Total Well Penetration Depth:12.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =5.874E-06 em/sec yO =0.6583 ft
0
0.8
0 0
0
000
00
00
0.6
..........+-'......'-'"
0I--I
0.4
0.2
100.10.1.
O.L-_...L.------'-------"------'------'----'--LLl-_-----'--------'----L----"----L.Ll---Ll-_-----'-_L--JL-L-LL...L.U
0.1
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\agtesolv\mw22.agt
Date:08/16/02 Time:14:19:33
PROJECT INFORMATION
Client:iuc
Test Well:mw22--
AQUIFER DATA
Saturated Thickness:51.ft --
-
WELL DATA (mw22)
Initial Displacement:1.01 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:51.ft Total Well Penetration Depth:51.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:KGS Model
Kr =1.04E-06 em/sec Ss =0.001939 ff1
Kz/Kr =1.-
g.....cQ)
EQ)1.
()ro
0..({)
15
0.1
O.20.40.60.80.100.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw22br.aqt
Date:08/16/02 Time:14:20:18
PROJECT INFORMATION (with correction for partially
Client:iuc submerged screen)
Test Well:mw22--
AQUIFER DATA
Saturated Thickness:51.ft Anisotropy Ratio (KzlKr):.1:-
WELL DATA (mw22)
Initial Displacement:1.01 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:51.ft Total Well Penetration Depth:51.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =7.919E-06 em/sec yO =0.8 ft
g
+-'cQ)
E
Q)
()co
0-en
is
1.
0.1
O.20.40.60.80.100.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesolv\mw22brnc.aqt
Date:08/16/02 Time:14:26:59
PROJECT INFORMATION
Client:iuc
Test Well:mw22--
AQUIFER DATA
Saturated Thickness:51.ft Anisotropy Ratio (Kz/Kr):1:-
WELL DATA (mw22)
Initial Displacement:1.01 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:51.ft Total Well Penetration Depth:51.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =4.352E-06 em/sec yO =0.8 ft
APPENDIXB
RESULTS OF ANALYSES OF HAND-COLLECTED DATA
24.
....-...t=18.........
+-'c
Q)
EQ)
()co
0-en 12.15
6.
o
O.l.........hd=±I±ttIL--L-LLLLWlL--...L-L--l..1J.lllL-L---L..l.l...LLlI.L---L..L-LU.llLL----.L-L.L..L.Lill
0.01 0.1 1.10.100.1000.1.E+04
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\agtesoI2\mw01 hp.aqt
Date:08/22/02 Time:12:07:59
PROJECT INFORMATION
Client:iuc
Test Well:mw01--
AQUIFER DATA
Saturated Thickness:20.ft Anisotropy Ratio (KzlKr):1:--
-
WELL DATA
Pumping Wells Observation Wells
I Well Name I X (ft)
I
Y (ft)II Well Name I
X (ft)
I
Y (ft)
Imw0100omw0100
SOLUTION
Aquifer Model:Leaky Solution Method:Moench (Case 2)
T =0.0432 ft2/day S =0.008
riB =1.E-09 B =1.E-05
Sw=O.Rw =0.12 ft--
.--........'+-'-"......c 0Q)
E 0
Q)0
()00
CO
0-en
15
0.1
O.80.160.240.320.400.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\aqtesoI2\mw05hbr.aqt
Date:08/21/02 Time:14:25:04
PROJECT INFORMATION
Client:iuc
Test Well:mw05h
AQUIFER DATA
--
Saturated Thickness:10.ft Anisotropy Ratio (KzlKr):.L-
WELL DATA (mw05h)
Initial Displacement:0.533 ft Casing Radius:0.167 ft
Wellbore Radius:0.27 ft Well Skin Radius:0.27 ft
Screen Length:10.ft Total Well Penetration Depth:10.ft
Gravel Pack Porosity:0.99
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =4.26E-06 em/sec yO =0.275 ft
0
0.8 0
0
0
0.6 0
.--..t::.........
0
I 0-..I
0.4
0.2
100.10.1.
O.'--_-'----.l.----L--'------L..L..L.J--'---_--.l.---L-----'------"---l---L..L...L..L-_--L_'--'--'-...LJ-.LLJ
0.1
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\agtesoI2\mw17h.agt
Date:08/21/02 Time:14:25:33
PROJECT INFORMATION
Client:iuc
Test Well:mw17h
AQUIFER DATA
--
Saturated Thickness:18.ft-
WELL DATA (mw17h)
Initial Displacement:ill ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:18.ft Total Well Penetration Depth:18.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:KGS Model
Kr =2.242E-05 em/sec Ss =0.0004757 fr1
Kz/Kr =1.-
0.8
0
0
0.6 0
.--.............--.....
0
I........I
0.4
0.2
o
100.10.1.
O.'-_..L------'----'---.L...L-'---.LJ..l-_----'-----L--'------"----J---L.J..-L.L..:::::=ld---L_L--l--l-..L.i.-.L.LJ
0.1
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtsto2\aqtesoI2\mw18h.agt
Date:08/22/02 Time:08:47:30
PROJECT INFORMATION
Client:iuc
Test Well:mw18--
AQUIFER DATA
Saturated Thickness:58.ft
....
-
WELL DATA (mw18)
Initial Displacement:1.23 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:45.ft Total Well Penetration Depth:58.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:KGS Model
Kr =0.0003155 em/sec Ss =1.813E-07 fr1
KzlKr =1.-
Do
0.8
0
0
0.6
-..0
+-'"I----0
I 0
---I 0
0.4
0.2 o
o
100.10.1.
O.'--_--L------'------'--..L-L--'-'---'--'--_----'------'-----'----L....I----'---'---LL-_---'-_'----'----'----L......L.L.J-1
0.1
Time (min)
WELL TEST ANALVSIS
Data Set:H:\718000\hydtst02\aqtesoI2\mw19h.aqt
Date:08/21/02 Time:15:30:35
PROJECT INFORMATION
Client:iuc
Test Well:mw19h
AQUIFER DATA _.
Saturated Thickness:80.ft-
WELL DATA (mw19h)
Initial Displacement:1.15 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:47.ft Total Well Penetration Depth:80.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:KGS Model
Kr =1.241 E-05 em/sec Ss =3.282E-05 fr1
KzlKr =1.-
f--
f--
f-
~.:,
................----....cQ)0E1.--Q)
()DO -
CCl 0 -00..f-0 -(f)DO n n
0 f-w ~
f-
f-
f-
0.1
O.
I
4.8.12.
Time (min)
I
16.20.
WELL TEST ANALYSIS
Data Set:H:\718000\hydtst02\agtesoI2\mw20hbrn.agt
Date:08/21/02 Time:14:27:19
PROJECT INFORMATION
Client:iuc
Test Well:mw20h
AQUIFER DATA
--
Saturated Thickness:12.ft Anisotropy Ratio (Kz/Kr):1:--
-
WELL DATA (mw20h)
Initial Displacement:1.06 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:12.ft Total Well Penetration Depth:12.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =2.49E-06 em/sec yO =0.6347 ft
DO
o
o
........s
+-'c
Q)
EQ)uro
0..(/)o
100.80.60.40.20.
O.1 '----'---'------"--------'------'-------'---'---'-----'---'------"--------'------'-------'---'--L-.-.--'.---'------"--------'------'---'---'--L-
O.
Time (min)
WELL TEST ANALYSIS
Data Set:H:\718000\hydtsto2\agtesoI2\mw22hbrn.agt
Date:08/21/02 Time:14:27:59
PROJECT INFORMATION
Client:iUG
Test Well:mw22h
AQUIFER DATA
..
Saturated Thickness:51.ft Anisotropy Ratio (Kz/Kr):.:L...
-
WELL DATA (mw22h)
Initial Displacement:1.01 ft Casing Radius:0.167 ft
Wellbore Radius:0.328 ft Well Skin Radius:0.328 ft
Screen Length:51.ft Total Well Penetratio,n Depth:51.ft
Gravel Pack Porosity:0.3
SOLUTION
Aquifer Model:Unconfined Solution Method:Bouwer-Rice
K =3.408E-06 em/sec yO =0.764 ft