Solving Unconfined Groundwater Flow Management Problems with Successive Linear Programming
Publication: Journal of Water Resources Planning and Management
Volume 134, Issue 5
Abstract
Groundwater management models are often applied to problems in which the aquifer state is a mildly nonlinear function of managed stresses. The use of the successive linear programming algorithm to solve such problems is examined. The algorithm solves a series of linear programs, each assembled using a response matrix. At each iteration perturbation from the most recent value of the managed stresses is used to estimate response coefficients. Iterations continue until a convergence criterion is met. The algorithm is tested on a water supply problem in Antelope Valley, Calif. where large volumes of water are injected and extracted each year producing a significant nonlinear response in the unconfined aquifer. The algorithm is shown to perform well under a variety of settings.
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Acknowledgments
The writers are grateful to Steven Phillips of the U.S. Geological Survey for sharing the model used here as a test case and for providing assistance in its use and to two anonymous reviewers whose comments improved the text.
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© 2008 ASCE.
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Received: Oct 4, 2007
Accepted: Feb 22, 2008
Published online: Sep 1, 2008
Published in print: Sep 2008
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