TECHNICAL PAPERS
Mar 1, 1986

Optimal Control Model for Groundwater Management

Publication: Journal of Water Resources Planning and Management
Volume 112, Issue 2

Abstract

An optimal control management model for spatial and temporal allocation of groundwater is presented. The management model integrates a physically‐based finite‐difference aquifer simulation model, and a linear‐quadratic optimal control model. The objective functional represents present discounted benefits determined from the derived demands for irrigation water net of pumping costs. The dynamic aquifer simulation equations are directly incorporated in the optimal control model, and the cost of pumping is calculated using a drawdown correction. Aggregated parameters obtained from detailed digital model studies such as by the US Geological Survey can be used to readily calibrate the model for a particular groundwater basin. A case study application is presented to demonstrate the potential use of the model as a management tool.

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References

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 112Issue 2March 1986
Pages: 183 - 197

History

Published online: Mar 1, 1986
Published in print: Mar 1986

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Authors

Affiliations

William H. Casola
Engr., Sutron Corp., 2190 Fox Mill Rd., Herndon, VA 22071
Rangesan Narayanan
Assoc. Prof., Agricultural Economics Dept., Univ. of Nevada, Reno, NV 89557
Christopher Duffy
Research Asst. Prof., Civ. and Environ. Engrg., Utah State Univ., Logan, UT 84322
A. Bruce Bishop
Dean, College of Engrg., Utah State Univ., Logan, UT 84322

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