1963
DOI: 10.1080/02626666309493311
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Aquifer Test at a Site on the Mullica River in the Wharton Tract, Southern New Jersey

Abstract: A pumping test was conducted along the Mullica River in the Wharton Tract, New Jersey as part of a water-resources investigation. Impermeable bog iron caps parts of the flood plain and channel so that ground-water recharge moves directly into the river.Observation wells on both sides of the river tapped water-bearing zones at 25 (shallow), 50 (medium), and 100 (deep) feet. A pumping well, screened in the medium zone, caused abrupt drawdowns which leveled off after a few minutes. Shape of the drawdown cone esta… Show more

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Cited by 10 publications
(13 citation statements)
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“…An aquifer test was conducted previously at a site in the Pinelands near the Mullica River, about 5 km southeast of the Albertson Brook study area, during June 1960 (Lang and Rhodehamel, 1963). Similarities between the previous test and the tests conducted as part of this study are noteworthy.…”
Section: Aquifer Testsmentioning
confidence: 59%
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“…An aquifer test was conducted previously at a site in the Pinelands near the Mullica River, about 5 km southeast of the Albertson Brook study area, during June 1960 (Lang and Rhodehamel, 1963). Similarities between the previous test and the tests conducted as part of this study are noteworthy.…”
Section: Aquifer Testsmentioning
confidence: 59%
“…Results of this test demonstrate the effect of pumping on water levels in wetlands and drawdown patterns that can occur at sites where low-permeability streambed sediments (bog iron deposits) restrict the movement of nearby surface water into the aquifer in response to pumping stress (Lang and Rhodehamel, 1963).…”
Section: Explanationmentioning
confidence: 99%
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“…An aquifer test was performed about 2.5 mi south of Batsto ( fig. 1) in the Mullica River Basin in 1960 to determine the effects of induced infiltration from the Mullica River on the adjacent aquifer (Lang and Rhodehamel, 1963). The transmissivity of the Kirkwood-Cohansey aquifer system was determined to be about 20,000 tt2/d.…”
Section: Hydraulic Properties Of the Kirkwood-cohansi'v Aquifer Systementioning
confidence: 99%
“…A single value of specific yield of 0.024 was reported, which is considered low for an unconfined aquifer. An additional aquifer test relevant to this study was conducted in the Mullica River Basin (Atlantic and Burlington Counties) 20 mi southwest of the study area, and is described by Lang and Rhodehamel (1963) and Rhodehamel (1979). The test resulted in a specific-yield estimate of 0.16 for the KirkwoodCohansey aquifer system (Rhodehamel, 1973, p. 31), which is more representative of the aquifer within the study area.…”
Section: Kirkwood-cohansey Aquifer Systemmentioning
confidence: 99%