Research Article
Jun 1973
Discrete Gradient Optimization of Water Systems
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VIEW THE REPLYAuthor: Chan F. LamAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 99, Issue 6
Abstract
With the present optimization techniques, diameter of pipes is assumed to be continuous. At the end of the optimization process, the diameter of pipes is then rounded to the nearest available size. This will give an approximate minimum at best, and possibly a nonfeasible solution. A discrete optimization technique that treats pipe diameter as discrete variable and flow and head loss as continuous variable is formulated. It has been applied to a fairly large water transmission system with good results. This technique can be used to design a completely new system as well as an expanding one. Other pipe networks, such as oil pipeline and aircraft fuel system, can also be designed by means of this technique.
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Published In
Journal of the Hydraulics Division
Volume 99 • Issue 6 • June 1973
Pages: 863 - 872
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jun 1973
Published online: Feb 3, 2021
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Authors
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Chan F. Lam
Asst. Prof., Dept. of Biometry, Medical Univ. of South Carolina, Charleston, S.C.
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