TECHNICAL PAPERS
Oct 1, 1983

Gravity Wastewater Collection Systems Optimization

Publication: Journal of Environmental Engineering
Volume 109, Issue 5

Abstract

A computer algorithm for the selection of optimal depth‐diameter combinations for all links of a complete gravity wastewater collection system has been developed using dynamic programming. The algorithm incorporates two subprocesses P1 and P2. The subprocesses P1 generates all feasible designs of inflowing lines at a junction manhole whereas P1 uses these feasible designs to provide the upstream invert level of the outflow line, simultaneously solving the matching problem encountered at each junction manhole. The problem of dimensionality has been minimized by exploiting the characteristic features of wastewater collection system. The optimal design for a 10.7 km long collection system at Indian Institute of Technology, Bombay with 52 lines, 245 links, 224 ordinary manholes and 21 junction manholes has been compared with conventional design to bring out that the algorithm requires small computer memory, small execution time and leads to optimal solution of a complete gravity wastewater collection system.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 109Issue 5October 1983
Pages: 1195 - 1209

History

Published online: Oct 1, 1983
Published in print: Oct 1983

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Authors

Affiliations

A. Gupta
Postgraduate Student, Environmental Sci. and Engrg. Group, Indian Inst., of Tech., Powai, Bombay 400076, India
S. L. Mehndiratta
Prof. of Computer Sci., Indian Inst., of Tech., Powai, Bombay 400076, India
P. Khanna
Prof. of Environmental Engrg., Indian Inst., of Tech., Powai, Bombay 400076, India

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