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Determining the Ratio of Horizontal to Vertical Permeability by Aquifer‐Test Analysis
Author(s) -
Weeks Edwin P.
Publication year - 1969
Publication title -
water resources research
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.863
H-Index - 217
eISSN - 1944-7973
pISSN - 0043-1397
DOI - 10.1029/wr005i001p00196
Subject(s) - aquifer , piezometer , outwash plain , geology , permeability (electromagnetism) , cone of depression , drawdown (hydrology) , aquifer test , geotechnical engineering , isotropy , specific storage , permeameter , soil science , groundwater , geomorphology , hydraulic conductivity , artesian aquifer , glacial period , physics , quantum mechanics , groundwater recharge , membrane , biology , soil water , genetics
The ratio of horizontal to vertical permeability may be determined by analysis of drawdown data from piezometers or partially penetrating observation wells near a partially penetrating production well. The analyses are made by comparing measured drawdowns in the piezometers to those predicted if the production well fully penetrated the aquifer. The differences between the measured and predicted drawdowns are determined, and the distances from the pumped well at which these differences would occur in an isotropic aquifer are determined from an equation. The permeability ratio is computed as the square of the ratio of actual distances to computed distances. The ratio of horizontal to vertical permeability in glacial outwash in central Wisconsin was determined from 5 aquifer tests to range from about 2 to about 20.