Optimal design program for gravity sanitary sewers
作者:
EmmanuelU. Nzewi,
DonaldD. Gray,
MarkH. Houck,
期刊:
Civil Engineering Systems
(Taylor Available online 1985)
卷期:
Volume 2,
issue 3
页码: 132-141
ISSN:0263-0257
年代: 1985
DOI:10.1080/02630258508970397
出版商: Taylor & Francis Group
关键词: sanitary sewers;optimization;dynamic programming;hydroekistics
数据来源: Taylor
摘要:
The development and implementation of a Fortran computer program called OGSDP to design a least-cost gravity sanitary sewer system are presented. OGSDP is a model that finds the least-cost design for a non-looping, gravity sanitary sewerage system for a given set of design parameters, costs and lay-out. The final design is the least-cost combination of pipe sizes, upstream and downstream invert elevations (of each pipe) and the corresponding manhole sizes. OGSDP respects most Ten States Standards' (1978) design guidelines. OGSDP determines an initial sewer system design using a heuristic procedure, and then improves the design using discrete dynamic programming with successive approximations to obtain the final least-cost design. It is a practical and efficient tool in the design of sanitary sewer systems.
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