1972
DOI: 10.3133/ofr72254
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Preliminary evaluation of infiltration from the Miami Canal to well fields in the Miami Springs-Hialeah area, Dade County, Florida

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Cited by 5 publications
(8 citation statements)
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“…In the C-4 and C-6 Basins, groundwater pumpage from MDWASD well fields was 13 and 14 percent and 26 and 27 percent of the sum of local sources of groundwater inflow to the basins during the calibration and verification periods, respectively. Differences between well-field pumpage and simulated groundwater inflows were less than values calculated in other studies (for example, Parker and others, 1955;Meyer, 1972;Miller, 1978;Sunderland and Krupa, 2007), but those studies did not evaluate the groundwater budget for the entire surface-water basin containing the well field of interest. Overall, groundwater pumpage represented 13 percent of the sum of local sources of inflow to the urban parts of the study area during the calibration and verification periods.…”
Section: Selected Surface-water Basinsmentioning
confidence: 77%
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“…In the C-4 and C-6 Basins, groundwater pumpage from MDWASD well fields was 13 and 14 percent and 26 and 27 percent of the sum of local sources of groundwater inflow to the basins during the calibration and verification periods, respectively. Differences between well-field pumpage and simulated groundwater inflows were less than values calculated in other studies (for example, Parker and others, 1955;Meyer, 1972;Miller, 1978;Sunderland and Krupa, 2007), but those studies did not evaluate the groundwater budget for the entire surface-water basin containing the well field of interest. Overall, groundwater pumpage represented 13 percent of the sum of local sources of inflow to the urban parts of the study area during the calibration and verification periods.…”
Section: Selected Surface-water Basinsmentioning
confidence: 77%
“…Surface-water losses in the and adjacent tributaries near the Miami Springs-Hialeah-Preston well fields ( fig. 1) contributed about 78 percent (100×53.7 ft 3 /s ÷ 69 ft 3 /s) of the total pumpage on March 28, 1946 (Parker and others, 1955), 52 percent (100×71.9 ft 3 /s ÷ 1.7 ft 3 /s), 55 percent (100×78.4 ft 3 /s ÷ 142.4 ft 3 /s) of the total pumpage in 1970 and 1971, respectively (Meyer, 1972), and 46 percent (100×75.2 ft 3 /s ÷ 162.5 ft 3 /s) of the total pumpage in 1973 (Miller, 1978). Although these studies have quantified the effect of groundwater pumpage on canal leakage in MiamiDade County, these analyses were limited to brief periods for the Miami Springs-Hialeah-Preston well fields and the Snapper Creek and Alexander Orr well fields, and no determination was made of how increased groundwater withdrawals would affect groundwater inflow from the Everglades or reductions in freshwater discharge to tide at the coast from salinity control structures.…”
Section: C-1mentioning
confidence: 99%
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