TECHNICAL PAPERS
Aug 1, 1983

Pump Testing Boulder Zone Aquifer, South Florida

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 8

Abstract

Pumping tests were performed on a 3,200 ft (976 m) deep injection well tapping the Boulder Zone near Miami, Florida, as a part of the construction and testing of a deep well injection system for the proposed Miami‐Dade Water and Sewer Authority's South District Wastewater Treatment Plant. Testing included a step‐drawdown test and a constant‐rate withdrawal test. The stepdrawdown test was performed at rates of about 2,000 gpm (126 lps), 4,000 gpm (253 lps), and 6,000 gpm (379 lps). The constant‐rate withdrawal test was run at approximately 5,950 gpm (375 lps). Semi‐diurnal (tidal) water‐level fluctuation in the Boulder Zone is approximately 0.40 ft (0.12 m). The quality of the native ground water resembles that of seawater. The effects of the pumping were observed in two nearby deep wells. Transmissivity and storage coefficient of the Boulder Zone calculated from the observed time‐drawdown‐recovery data are about 184×106gpd/ft(2.2×106m2/day) and about 7.7×10-4, respectively.

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References

1.
Cooper, H. H., Jr., and Jacob, C. E., “A Generalized Graphical Method for Evaluating Formation Constants and Summarizing Well Field History,” American Geophysical Union Transactions, Vol. 27, No. 4, 1946.
2.
“Drilling and Testing of the Test‐Injection Well for the Miami‐Dade Water and Sewer Authority,” BC&E/CH2M HILL, Inc., Engrg. Report, Gainesville, Fla., Dec., 1977.
3.
Labadie, J. W., and Helweg, O. J., “Step‐drawdown Test Analysis by Computer,” Ground Water, Vol. 13, No. 5, Sept.–Oct., 1975.
4.
Meyer, F. W., “Evaluation of Hydraulic Characteristics of a Deep Artesian Aquifer from Natural Water‐Level Fluctuations, Miami, Florida,” Report of Investigations No. 75, U.S. Geological Survey and Bureau of Geology, Florida Department of Natural Resources, Tallahassee, Fla., 1974.
5.
Parker, G. G., et al., “Water Resources of Southeastern Florida,” U.S. Geological Survey Water Supply Paper 1255, Washington, D.C., 1955.
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Singh, U. P., Garcia‐Bengochea, J. I., and Sproul, C. R., “Deep Well Disposal of Secondary Effluent in Dade County, Florida,” Water Resources Bulletin, Vol. 16, No. 5, Oct., 1980.
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Singh, U. P., and Sproul, C. R., “Geotechnical Investigations During Drilling of a Deep Disposal Well in Dade County, Florida,” Ground Water, Vol. 18, No. 5, Sept.–Oct., 1980.
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Theis, C. V., “The Relation between the Lowering of the Piezometric Surface and the Rate and Duration of Discharge of a Well using Ground‐water Storage,” American Geophysical Union Transactions, Vol. 16, p. 519–524, 1935.
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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 8August 1983
Pages: 1152 - 1160

History

Published online: Aug 1, 1983
Published in print: Aug 1983

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Authors

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Udai P. Singh, M. ASCE
Water Resources Engr., CH2M HILL, Gainesville, Fla. 32602
Gary E. Eichler
Hydrogeologist, CH2M HILL, Gainesville, Fla. 32602
C. Ross Sproul
Sr. Geohydrologist, CH2M HILL, Gainesville, Fla. 32602
J. I. Garcia‐Bengochea, M. ASCE
Dir. of Hydrogeology, CH2M HILL, Gainesville, Fla. 32602

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