DBHYDRO       reports

Hydraulic Details

SitePumped WellX-Coord(ft)Y-Coord (ft)
WEST PALM BEACH WASTEWATER TREATMENT PLANT AREA 1WPB_PW-1942527878400

Start Test Date:10-JUN-1982 1100Aquifer:SURFICIAL AQUIFER SYSTEM
Test Type:APTTransmissivity (ft2/day):40650
Discharge Rate (gal/min):1392Horizontal K (ft/day):
Hours Pumped:72Vertical K (ft/day):
Tested Interval Min. (ft BLS):80Storativity:
Tested Interval Max. (ft BLS):121Leakance (1/day):
No. Monitored Wells:5Specific Capacity (gpm/ft):
SourceReferenceCitation Id
CONSULTANT GERAGHTY AND MILLER, INC., OCTOBER, 1982, FEASABILITY OF GROUND-WATER DEVELOPMENT CITY OF WEST PALM BEACH, FLORIDA
Comments:

Well Name X Coord
(ft)		 Y Coord
(ft)		 Analysis Method Distance
from
Production
Well
(ft)		 Max.
Drawdown
(ft)		 Transmissivity
(ft**2/day)		 Storativity Leakance
WPB_OBS1-1
942525
878602
BOULTON
300
3.62
32791
WPB_OBS1-1
942525
878602
COOPER-JACOB APPROXIMATION
300
3.62
41463
WPB_OBS1-1
942525
878602
RECOVERY
300
3.62
39702
WPB_OBS1-3
942518
879612
BOULTON
1300
1.99
56911
WPB_OBS1-3
942518
879612
RECOVERY
1300
1.99
55285
WPB_OBS1-6
942156
879609
BOULTON
305
3.63
32249
WPB_OBS1-6
942156
879609
COOPER-JACOB APPROXIMATION
305
3.63
36856
WPB_OBS1-6
942156
879609
RECOVERY
305
3.63
37060
WPB_OBS1-8
941076
878390
BOULTON
1300
1.62
61789
WPB_OBS1-9
942530
877996
BOULTON
300
3.59
33740
WPB_OBS1-9
942530
877996
COOPER-JACOB APPROXIMATION
300
3.59
41463
WPB_OBS1-9
942530
877996
RECOVERY
300
3.59
38753

Page generated at: 04-OCT-2025 10:11 EDT

DBHYDRO Menu  |   DBHYDRO Home  |   SFWMD Home  |   User's Guide  |   What's New  |   FAQ |  Comments?