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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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