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Comparison of Aquifer Characteristics Derived from Local and Regional Aquifer Tests a
Author(s) -
Randolph R. B.,
Krause R. E.,
Maslia M. L.
Publication year - 1985
Publication title -
groundwater
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.84
H-Index - 94
eISSN - 1745-6584
pISSN - 0017-467X
DOI - 10.1111/j.1745-6584.1985.tb00774.x
Subject(s) - aquifer , geology , aquifer test , slug test , drawdown (hydrology) , anisotropy , hydrology (agriculture) , soil science , groundwater , geotechnical engineering , groundwater recharge , physics , quantum mechanics
A comparison of the aquifer parameter values obtained through the analysis of a local and a regional aquifer test involving the same area in southeast Georgia is made in order to evaluate the validity of extrapolating local aquifer‐test results for use in large‐scale flow simulations. The case study involves an increase in pumpage of 6.3 Mgal/d (million gallons per day) for the local test and a reduction in pumpage of 66 Mgal/d for the regional test, each involving the same well field. The test involved the Floridan aquifer system, a limestone sequence characterized predominantly by secondary permeability in this area. Time‐drawdown and time‐recovery data were analyzed by using both graphical and least‐squares fitting of the data to the Theis curve. Additionally, directional transmissivity, transmissivity tensor, and angle of anisotropy were computed for both tests. The major and minor axes of the transmissivity ellipse determined from the regional test show general agreement with those determined from the local test. A slightly higher ratio of anisotropy was observed on the regional scale: 2.1:1, than on the local scale: 1.5:1. Regional storage coefficients ranged from 3.4 × 10 −4 to 7.2 × 10 −4 as compared with local storage coefficients ranging from 1.8 × 10 −4 to 5.3 × 10 −4 .

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