Optimal cost design of branched sewer systems
作者:
Larry W. Mays,
Ben Chie Yen,
期刊:
Water Resources Research
(WILEY Available online 1975)
卷期:
Volume 11,
issue 1
页码: 37-47
ISSN:0043-1397
年代: 1975
DOI:10.1029/WR011i001p00037
数据来源: WILEY
摘要:
Techniques using dynamic programing (DP) and discrete differential dynamic programing (DDDP) to achieve optimal cost design of pipe sizes and elevations of branched sewer systems have been developed and demonstrated by an example. The branched system is decomposed into equivalent serial subsystems, which are then solved in sequence. DDDP requires less computer time than DP, although it cannot guarantee global optimization. Major factors affecting the efficiency in using DDDP are the location and width of the initial trial trajectory corridor, the number of states (lattice points) used, and the reduction rate of the state increment during iterations.
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