pumping cooper-jacob wefficiency

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 Inch STORAGEScreen Length (L) 200 Feet Ss = 1.40E-06

Smin = 0.000448Depths to: Smax = 0.2water level (DTW) 29 FeetTop of Aquifer 80 Feet Suse = 0.001Base of Aquifer 400 FeetAnnular Fill: TimeEvaluate 0.871527778across screen -- Open Hole u = 1.11935E-09above screen -- Cement Sreal= 14.97Aquifer Material -- Karst Stheoretical = 8.51

Efficiency= 57%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

/log10

feet/log10

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.

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

192.51341

8640035.395253058149

3058.14950.969153.058149

1/ftd'lessd'less

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

10 Neuzil, 1994

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

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 Efficiency: 57%

Assumed Storage = 0.001 d'less 0

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

Adjust slope of line to estimate T

TIME, Hour:Minute:Second

Half-Moon Lake test in North Tampa, FL

document.xls

Half-Moon Lake test in North Tampa, FL

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

document.xls

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

DATA document.xls

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

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pumping cooper-jacob wefficiency

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