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Hydraulic Details

SitePumped WellX-Coord(ft)Y-Coord (ft)
WALSINGHAM PARK WELLSWPTPW-1729231293288

Start Test Date:29-JUL-1997 0000Aquifer:INTERMEDIATE CONFINING UNIT
Test Type:APTTransmissivity (ft2/day):.01
Discharge Rate (gal/min):220Horizontal K (ft/day):.0001
Hours Pumped:Vertical K (ft/day):
Tested Interval Min. (ft BLS):35Storativity:.00031
Tested Interval Max. (ft BLS):135Leakance (1/day):
No. Monitored Wells:5Specific Capacity (gpm/ft):
SourceReferenceCitation Id
US GEOLOGICAL SURVEY BROSKA, JAMES C. AND HOLLY L. BARNETTE. 1999. HYDROGEOLOGY AND ANALYSIS OF AQUIFER CHARACTERISTICS IN WEST-CENTRAL PINELLAS COUNTY, FLORIDA. USGS OPEN-FILE REPORT 99-185.
Comments:TRANSMISSIVITY ESTIMATED FROM HORIZONTAL CONDUCTIVITY (K) AND TESTED INTERVAL. VALUES ARE FROM NUMERICAL MODEL USING USGS COMPUTER MODEL CODE HST3D (KIPP 1987).



SitePumped WellX-Coord(ft)Y-Coord (ft)
WALSINGHAM PARK WELLSWPTPW-1729231293288

Start Test Date:29-JUL-1997 0100Aquifer:UPPER FLORIDAN AQUIFER (UFA)
Test Type:APTTransmissivity (ft2/day):2520
Discharge Rate (gal/min):220Horizontal K (ft/day):18
Hours Pumped:Vertical K (ft/day):
Tested Interval Min. (ft BLS):135Storativity:.00026
Tested Interval Max. (ft BLS):275Leakance (1/day):
No. Monitored Wells:5Specific Capacity (gpm/ft):
SourceReferenceCitation Id
US GEOLOGICAL SURVEY BROSKA, JAMES C. AND HOLLY L. BARNETTE. 1999. HYDROGEOLOGY AND ANALYSIS OF AQUIFER CHARACTERISTICS IN WEST-CENTRAL PINELLAS COUNTY, FLORIDA. USGS OPEN-FILE REPORT 99-185.
Comments:TRANSMISSIVITY ESTIMATED FROM HORIZONTAL CONDUCTIVITY (K) AND TESTED INTERVAL. VALUES ARE FROM NUMERICAL MODEL USING USGS COMPUTER MODEL CODE HST3D (KIPP 1987).



SitePumped WellX-Coord(ft)Y-Coord (ft)
WALSINGHAM PARK WELLSWPTPW-1729231293288

Start Test Date:29-JUL-1997 0200Aquifer:UPPER FLORIDAN AQUIFER (UFA)
Test Type:APTTransmissivity (ft2/day):250
Discharge Rate (gal/min):220Horizontal K (ft/day):10
Hours Pumped:Vertical K (ft/day):
Tested Interval Min. (ft BLS):275Storativity:.000043
Tested Interval Max. (ft BLS):300Leakance (1/day):
No. Monitored Wells:5Specific Capacity (gpm/ft):
SourceReferenceCitation Id
US GEOLOGICAL SURVEY BROSKA, JAMES C. AND HOLLY L. BARNETTE. 1999. HYDROGEOLOGY AND ANALYSIS OF AQUIFER CHARACTERISTICS IN WEST-CENTRAL PINELLAS COUNTY, FLORIDA. USGS OPEN-FILE REPORT 99-185.
Comments:TRANSMISSIVITY ESTIMATED FROM HORIZONTAL CONDUCTIVITY (K) AND TESTED INTERVAL. VALUES ARE FROM NUMERICAL MODEL USING USGS COMPUTER MODEL CODE HST3D (KIPP 1987).



SitePumped WellX-Coord(ft)Y-Coord (ft)
WALSINGHAM PARK WELLSWPTPW-1729231293288

Start Test Date:29-JUL-1997 0300Aquifer:UPPER FLORIDAN AQUIFER (UFA)
Test Type:APTTransmissivity (ft2/day):37500
Discharge Rate (gal/min):220Horizontal K (ft/day):750
Hours Pumped:Vertical K (ft/day):
Tested Interval Min. (ft BLS):300Storativity:.000086
Tested Interval Max. (ft BLS):350Leakance (1/day):
No. Monitored Wells:5Specific Capacity (gpm/ft):
SourceReferenceCitation Id
US GEOLOGICAL SURVEY BROSKA, JAMES C. AND HOLLY L. BARNETTE. 1999. HYDROGEOLOGY AND ANALYSIS OF AQUIFER CHARACTERISTICS IN WEST-CENTRAL PINELLAS COUNTY, FLORIDA. USGS OPEN-FILE REPORT 99-185.
Comments:TRANSMISSIVITY ESTIMATED FROM HORIZONTAL CONDUCTIVITY (K) AND TESTED INTERVAL. VALUES ARE FROM NUMERICAL MODEL USING USGS COMPUTER MODEL CODE HST3D (KIPP 1987). FROM LOWER ZONE A - INPUT PARAMETERS VARIED BETWEEN THE TWO OUTPUTS REPRESENTING LOWER ZONE A.



SitePumped WellX-Coord(ft)Y-Coord (ft)
WALSINGHAM PARK WELLSWPTPW-1729231293288

Start Test Date:29-JUL-1997 0500Aquifer:UPPER FLORIDAN AQUIFER (UFA)
Test Type:APTTransmissivity (ft2/day):200
Discharge Rate (gal/min):220Horizontal K (ft/day):1
Hours Pumped:Vertical K (ft/day):
Tested Interval Min. (ft BLS):350Storativity:.000026
Tested Interval Max. (ft BLS):550Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):
SourceReferenceCitation Id
US GEOLOGICAL SURVEY BROSKA, JAMES C. AND HOLLY L. BARNETTE. 1999. HYDROGEOLOGY AND ANALYSIS OF AQUIFER CHARACTERISTICS IN WEST-CENTRAL PINELLAS COUNTY, FLORIDA. USGS OPEN-FILE REPORT 99-185.
Comments:TRANSMISSIVITY ESTIMATED FROM HORIZONTAL CONDUCTIVITY (K) AND TESTED INTERVAL. VALUES ARE FROM NUMERICAL MODEL USING USGS COMPUTER MODEL CODE HST3D (KIPP 1987).

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