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The Capture Efficiency Map: The Capture Zone Under Time‐Varying Flow
Author(s) -
Festger Adam D.,
Walter Gary R.
Publication year - 2002
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.1745-6584.2002.tb02548.x
Subject(s) - wellhead , plume , aquifer , environmental science , steady state (chemistry) , flow (mathematics) , groundwater , geology , hydrology (agriculture) , petroleum engineering , mechanics , geotechnical engineering , meteorology , geography , chemistry , physics
The capture zone or contributing area of a ground water extraction well can be defined as that portion of the aquifer from which the well draws its water. Accurate delineation of capture zones is important in many ground water remediation applications and in the definition of wellhead protection areas. Their mathematical delineation is often simplified by using quasi‐steady‐state models based on time‐weighted average pumping rates and background hydraulic gradients. We present a new semianalytic approach for the definition of capture zones under transient‐flow conditions. We then use this approach to evaluate the effects of time variations in the direction of the background hydraulic gradient on capture. Results are presented in the form of capture efficiency maps (CEMs). Although the area contributing to a given well is found to generally expand relative to the steady‐state average capture zone when the gradient direction varies, the zone of 100% capture may expand or contract depending on site‐specific conditions. We illustrate our CEM approach by applying it to the design of a plume containment system.