Optimal Aqueduct Capacity and Distribution Policy: Discrete Approach
Publication: Journal of Water Resources Planning and Management
Volume 113, Issue 4
Abstract
This paper develops methods for determining the optimal design capacities and distribution management of water delivery systems in the presence of probabilistic supplies and known transportation losses. A discrete distance model of the conveyance system is solved by using dynamic programming. In the method's development, important general economic interactions are detailed. The practical value of the model is demonstrated in an example for an aqueduct to serve four farming areas and one urban area. In the example, the method finds the optimal capacities and distribution patterns for the aqueducts, and the net expected benefits for the users for four management options being considered by the urban area. This provides the urban area with the information needed to compare the options.
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Information & Authors
Information
Published In
Journal of Water Resources Planning and Management
Volume 113 • Issue 4 • July 1987
Pages: 550 - 562
Copyright
Copyright © 1987 ASCE.
History
Published online: Jul 1, 1987
Published in print: Jul 1987
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