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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
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
192.51341
8640035.395253058149
3058.14950.969153.058149
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
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
document.xls
document.xls
Half-Moon Lake test in North Tampa, FL
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
document.xls
document.xls
0 12/30/99 0:00:00 0.00 0 12/30/99 0:00:00 0.00
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
DATA document.xls
Page 12
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 ###
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 ###
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 ###
DATA document.xls
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DATA document.xls
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DATA document.xls
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DATA document.xls
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