Research Article
Mar 1980
Optimal Control of Unsteady Combined Sewer Flow
Authors: John W Labadie, Yung Hai Chen, and Dennis M. MorrowAuthor Affiliations
Publication: Journal of the Water Resources Planning and Management Division
Volume 106, Issue 1
Abstract
A particularly challenging problem is the development of appropriate optimal control logic for adjustable valves, gates and regulators that includes consideration of unsteady sewer flows and backwater effects. Dynamic programming appears to be a particularly attractive optimization approach, but the multidimensional character of the control problem creates an enormous computational burden. A new dynamic programming algorithm is presented which utilizes orthogonal polynomials to decompose the multidimensional problem into a series of one-dimensional problems. The algorithm is linked with an unsteady flow model which is solved numerically by a fully implicit scheme that uses an interrupted double sweep technique to deal with supercritical flow, abrupt conduit transitions, and control gate linearization errors. The algorithm is applied to the planned San Francisco North Shore Outfalls Consolidation Project.
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Published In
Journal of the Water Resources Planning and Management Division
Volume 106 • Issue 1 • March 1980
Pages: 205 - 223
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Mar 1980
Published online: Feb 12, 2021
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Authors
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John W Labadie
Assoc. Prof. of Civ. Engrg., Colorado State Univ., Fort Collins, Colo
Yung Hai Chen
Asst. Prof. of Civ. Engrg., Colorado State Univ., Fort Collins, Colo
Dennis M. Morrow
Engr., District IV Office, Dept. of Environmental Quality, State of Wyoming, Sheridan, Wyo
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.