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Hydraulic Details

SitePumped WellX-Coord(ft)Y-Coord (ft)
REEDY CREEK IMPROVEMENT DISTRICT PW13RCID_NO134719211476105

Start Test Date:27-AUG-2000 0000Aquifer:UPPER FAS COMPOSITE (UF/APPZ)
Test Type:STEP-DRAWDOWNTransmissivity (ft2/day):772358
Discharge Rate (gal/min):1745Horizontal K (ft/day):
Hours Pumped:6Vertical K (ft/day):
Tested Interval Min. (ft BLS):188Storativity:
Tested Interval Max. (ft BLS):377Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):2850
SourceReferenceCitation Id
CONSULTANT COLINAS GROUP, 2000
Comments:SPECIFIC CAPACITY AVERAGE OF WELL LOSS CORRECTED VALUES AT Q FROM 1670 TO 3040 GPM. T ESTIMATED FROM SPECIFIC CAPACITY. Q PROVIDED IS AVERAGE ACROSS 4 STEPS.

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