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Inch 0.083333 Second 1.16E-05 Feet 1 Minute 0.000694 Meter 3.28084 Hour 0.041667 cm 0.032808 Day 1 mm 0.003281 PSI 2.31 Out Units = Convert = 1 Feet2/Day Convert = 1 Feet/Day Casing dia. (dc) 8 Inch Annulus dia. (dw) 8 Inch Screen Length (L) 200 Feet Depths to: water level (DTW) 29 Feet Top of Aquifer 80 Feet Base of Aquifer 400 Feet Annular Fill: across screen -- Open Hole above screen -- Cement Aquifer Material Karst wetted hole 200 Feet Aquifer thickness 320 Feet Aquifer thickness 320 feet Aquifer thickness 320 Feet 10 Aquifer thickness 320 Feet 32 Fraction penetrat 0.625 slope points 0:01:15 12.05 1:07:51 15.06 FLOW RATE 790.00 GPM FLOW RATE 152085.6 Rc = 0.333333 ft Rw = 0.333333 ft Slope = 0.97759 Feet Slope = 0.97759 T = 28,474 ft2/d 28474.04 Feet2/Day 1000 28000 Feet2/Day 28 ft 3 /d /log10 feet/log10

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Page 1: Pumping Cooper Jacob

Inch 0.083333 Second 1.157E-05 GPMFeet 1 Minute 0.000694 ft3/dMeter 3.28084 Hour 0.041667 ft3/scm 0.032808 Day 1 m3/dmm 0.003281 m3/sPSI 2.31 liters/s

liters/minOut Units = cc/sConvert = 1 Feet2/DayConvert = 1 Feet/Day

Casing dia. (dc) 8 InchAnnulus dia. (dw) 8 InchScreen Length (L) 200 Feet

Depths to:water level (DTW) 29 FeetTop of Aquifer 80 FeetBase of Aquifer 400 FeetAnnular Fill:across screen -- Open Holeabove screen -- CementAquifer Material -- Karst

wetted hole 200 FeetAquifer thickness = 320 FeetAquifer thickness = 320 feetAquifer thickness = 320 Feet 10

Aquifer thickness = 320 Feet 32

Fraction penetrated = 0.625

slope points 0:01:15 12.051:07:51 15.06

FLOW RATE 790.00 GPM

FLOW RATE 152085.6

Rc = 0.333333 ftRw = 0.333333 ft

Slope = 0.97759 Feet

Slope = 0.97759

T = 28,474 ft2/d28474.04 Feet2/Day 1000

28000 Feet2/Day 28

K = 88.98139 ft/d88.98139 Feet/Day 1

K = 89 Feet/Day 89

ft3/d

/log10

feet/log10

Page 2: Pumping Cooper Jacob

Absolute Shut DownInput is consistent.

Decision Option0 Water level is below Base of Aquifer

0 Casing diameter is greater than the Annulus

0 Top of Aquifer is deeper than Base of Aquifer

0 Screen length is less than 1 Feet 10 Slope will produce a negative K

0 K= 89 is less than extreme minimum of 0.3 f 0.3 -1 0.30 K= 89 is greater than extreme maximum of 1 10000 4 100001 Input is consistent.

Error

WARNING

Decision Option00 K= 89 is less than likely minimum of 10 for K 10 1 100 K= 89 is greater than likely maximum of 100 1000 3 10001

Page 3: Pumping Cooper Jacob

192.51341

8640035.395253058149

3058.14950.969153.058149

Page 4: Pumping Cooper Jacob

Significant Digits = 2

Output Length = FeetOutput Time = Day

Number of points in list = 100Common Rock Properties

Extreme LikelyAnnular Fill GROUTS Aquifer Material Kmin, ft/d Kmin, ft/dGravel Bentonite Gravel 90 300Coarse Sand Cement Sand and Gravel Mixes 1 30Medium Sand Backfill Coarse Sand 50 70Fine Sand Open Hole Medium Sand 1 20Open Hole Fine Sand 0.05 3

Gulf Coast Aquifer Systems (6603 values) 2 30Stream Terrace Deposit, Fort Worth, Texas (59 0.01 1Surficial Aquifer, central Florida (fine sand and s 0.01 0.1Silt, Loess 0.0003 0.001Till 3E-07 0.003Clay soils (surface) 0.01 0.01Clay 0.000001 0.00001Unweathered Marine Clay 2E-07 2E-07Karst 0.3 10Reef Limestone 0.3 10Limestone, Dolomite 0.0003 0.004Fine-Grained Sandstone 0.0001 0.001Medium-Grained Sandstone 0.001 1Siltstone 0.000001 0.00001Claystone 3E-09 0.000001Anhydrite 1E-07 1E-07Shale 1E-08 1E-07Permeable Basalt 0.1 1Fractured Igneous and Metamorphic Rock 0.001 0.05Weathered Granite 0.1 1Weathered Gabbro 0.1 0.1Basalt 0 0.03Unfractured Igneous and Metamorphic Rock 0 9E-09Unfractured Igneous and Metamorphic Rock 0 9E-09

1 Bouwer, 1978 (order of magnitude in meter/day)

2 Prudic, 1991

3 Sonia A. Jones, USGS, Written commun., 1998

4 Slug Test Results1998-2001, Orlando Subdistrict, USGS

5 Domenico and Schwartz, 1990

6 Morris and Johnson, 1967

7 Wolff, 1982

8 Reese and Cunningham, 2000

9 Kuniansky and Hamrick, 1998

Page 5: Pumping Cooper Jacob

10 Neuzil, 1994

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Likely ExtremeKmax, ft/d Kmax, ft/d Rock TypeReferences

3000 3000 Unconsolid 1,5300 300 Unconsolid 1300 300 Unconsolid 1

70 200 Unconsolid 1,520 20 Unconsolid 1,5

200 800 Unconsolid 2100 300 Unconsolid 3

30 50 Unconsolid 40.1 6 Unconsolid 50.3 0.6 Unconsolid 1,5

1 1 Unconsolid 10.0001 0.001 Unconsolid 5,70.0006 0.0006 Carbonate 5

1000 10000 Carbonate 4,5,81000 6000 Carbonate 5

0.1 2 Carbonate 51 6 Indurated 1,6

10 80 Indurated 6,90.005 0.04 Indurated 6

0.00001 0.00003 Indurated 6,7,100.006 0.006 Indurated 5

0.0001 1 Metamorphi 7100 6000 Metamorphi 5

10 100 Metamorphi 110 20 Metamorphi 6

1 1 Metamorphi 60.1 0.1 Metamorphi 5

0.00006 0.00006 Metamorphi 1,50.00006 0.00006

Page 7: Pumping Cooper Jacob

document.xls

document.xls

WELL ID: Half Moon LakeLocal ID: HML-Augmentation

INPUT Date: 4/19/2000Construction: Time: 13:49

8 Inch

8 Inch COMPUTEDScreen Length (L) 200 Feet

Depths to: Aquifer thickness = 320 Feetwater level (DTW) 29 Feet

Top of Aquifer 80 Feet Slope = 0.9775901 Feet/log10Base of Aquifer 400 Feet

Annular Fill: Input is consistent.

across screen -- Open Holeabove screen -- Cement K = 89 Feet/Day

Aquifer Material -- Karst T = 28000 Feet²/Day

FLOW RATE 790 GPM

0

DR

AW

DO

WN

, IN

FE

ET

REMARKS: Cooper-Jacob analysis of single-well aquifer test

Casing dia. (dc)

Annulus dia. (dw)

0:00:09 0:01:26 0:14:24 2:24:00 24:00:00 240:00:000

2

4

6

8

10

12

14

16

Adjust slope of line to estimate T

TIME, Hour:Minute:Second

Half-Moon Lake test in North Tampa, FL

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document.xls

document.xls

Half-Moon Lake test in North Tampa, FL

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document.xls

document.xls

Reduced DataTime, Water Level

Entry Date Hr:Min:Sec Feet1 4/19/00 13:49:00 28.92 0 12/30/99 0:00:00 0.00

2 4/19/00 13:50:50 41.25 0 12/30/99 0:00:00 0.00

3 4/19/00 13:51:45 41.40 0 12/30/99 0:00:00 0.00

4 4/19/00 13:53:00 41.50 0 12/30/99 0:00:00 0.005 4/19/00 13:54:00 41.65 0 12/30/99 0:00:00 0.006 4/19/00 13:59:00 41.87 0 12/30/99 0:00:00 0.007 4/19/00 14:07:00 42.08 0 12/30/99 0:00:00 0.008 4/19/00 14:31:00 42.38 0 12/30/99 0:00:00 0.00

9 4/19/00 15:04:00 42.65 0 12/30/99 0:00:00 0.0010 4/19/00 22:50:00 43.48 0 12/30/99 0:00:00 0.0011 4/20/00 10:44:00 43.89 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.00

0 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.00

0 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.00

0 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.000 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.00

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document.xls

document.xls

0 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.00

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DATA document.xls

Page 11

Number of points = 11###

INPUT Final water level, in Feet = 43.89

Overwrite with your data here. ###Drawdown c1a-mult

Day HourMinute Second Feet Hr:Min:Sec Feet Empty110 1349 0 28.92 2653:49:00 ###110 1350 50 41.25 2653:50:50 0:01:50.0 12.330 ###110 1351 45 41.4 2653:51:45 0:02:45.0 12.480 ###110 1353 0 41.5 2653:53:00 0:04:00.0 12.580 ###110 1354 0 41.65 2653:54:00 0:05:00.0 12.730 ###110 1359 0 41.87 2653:59:00 0:10:00.0 12.950 ###110 1407 0 42.08 2654:07:00 0:18:00.0 13.160 ###110 1431 0 42.38 2654:31:00 0:42:00.0 13.460 ###110 1504 0 42.65 2655:04:00 1:15:00.0 13.730 ###110 2250 0 43.48 2662:50:00 9:01:00.0 14.560 ###111 1044 0 43.89 2674:44:00 20:55:00.0 14.970 ###

0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###

Dt, days

K7
Keith J Halford: The entries are decimal days but the column is formatted to appear as H:M:S
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DATA document.xls

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0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###

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DATA document.xls

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0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###

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0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###

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0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###

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0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###

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0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###0:00:00 20:55:00.0 14.970 ###

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