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 and The subprocesses generates all feasible designs of inflowing lines at a junction manhole whereas 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.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Argaman, Y., Shamir, V., and Spivak, E., “Design of Optimal Sewerage Systems,” Journal of the Environmental Engineering Division, ASCE, Vol. 99, EE5, Oct., 1973, pp. 704–716.
2.
Chatterjee, P. K., and Venugopalan, V., “International Drinking Water Supply and Sanitation Decade (1980–90)—India,” Journal of the Indian Water Works Association, Vol. 13, No. 1, Jan., 1981, pp. 93–96.
3.
Dajani, J. S., Gemmel, R. S., and Morlok, E. K., “Optimal Design of Urban Water Collection Network,” Journal of the Sanitary Engineering Division, ASCE, Vol. 98, No. SA6, Dec., 1972, pp. 853–867.
4.
Dajani, J. S., and Hasit, Y., “Capital Cost Minimization of Drainage Networks,” Journal of the Environmental Engineering Division, ASCE, Vol. 100, No. EE2, Apr., 1974, pp. 325–337.
5.
Dajani, J. S., Hasit, Y., and McCullers, S., “Mathematical Programming in Sewer Network Design,” Engineering Optimization, Vol. 3, 1977, pp. 27–35.
6.
Deininger, R. A., “Computer Aided Design of Wastewater Collection and Treatment Systems,” presented at the Nov., 1966, Second Annual American Water Resources Conference, University of Chicago, Chicago, Ill.
7.
Fisher, J. M., Karadi, G. M., and McVinnie, W. W., “Design of Sewer System,” Water Resources Bulletin, Vol. 7, No. 2, Apr., 1971.
8.
Gupta, J. M., Agarwal, S. K., and Khanna, P., “Optimal Design of Wastewater Collection Systems,” Journal of the Environmental Engineering Division, ASCE, Vol. 102, No. EE5, Oct., 1976, pp. 1029–1041.
9.
Gupta, A., “Optimization of Wastewater Collection Systems,” thesis, presented to the Indian Institute of Technology, at Bombay, India, in 1981, in partial fulfillment of the requirements for the degree of Master of Technology.
10.
Haith, D., “Vertical Alignment of Sewer and Drainage System by Dynamic Programming,” thesis, presented to the Massachusetts Institute of Technology, at Cambridge, Mass., in 1966 in partial fulfillment of the requirements for the degree of Master of Science.
11.
Holland, M. E., “Computer Model of Wastewater Collection Systems,” Water Resources Group, Harvard University, Mass., 1966.
12.
Jain, S. K., “Nonlinear Optimization of Wastewater Collection Systems,” thesis, presented to the University of Roorkee, at Roorkee, India, in 1978, in partial fulfillment of the requirements for the degree of Master of Engineering.
13.
Jain, A. K., Mohan, D. M., and Khanna, P., “Modified Hazen‐Williams Formula,” Journal of the Environmental Engineering Division, ASCE, Vol. 104, No. EE1, Feb., 1978, pp. 137–146.
14.
Joneja, G. S., Agarwal, S. K., and Khanna, P., “Optimization Methods Provide Money‐Saving Design Data,” Water and Sewage Works, Vol. 125, No. 12, Dec., 1978, pp. 56–58.
15.
Khanna, P., and Kher, L. K., “Optimal Design of Wastewater Collection System at IIT Powai,” presented at the Oct. 23–25, 1979, International Conference, on Computer Applications in Civil Engineering, held at Roorkee, India.
16.
Kuiper, E., “Water Resources Development: Planning,” Engineering and Economics, 1st ed., Butterworths and Company Ltd., London, 1965.
17.
Merritt, L. B., and Bogan, R. H., “Computer Based Optimal Design of Sewer Systems,” Journal of the Environmental Engineering Division, ASCE, Vol. 99, No. 1, Feb., 1973, pp. 35–53.
18.
Ministry of Works and Housing (Ministry of Health), Recommended Criteria for the Design of Sewerage Schemes, Government of India, 1969.
19.
Mohan, D. M., and Khanna, P., “Modified Formula Gives Better Sewer Design,” Water and Sewage Works, Vol. 126, No. 4, 1979, pp. 20–24.
20.
Sewer System Cost Estimation Model, Voorhees, A. M., and Associates Inc., Regional Planning Council, Baltimore, Md., 1969.
21.
Walsh, S., and Brown, L. C., “Least Cost Method for Sewer Design,” Journal of the Environmental Engineering Division, ASCE, Vol. 99, No. EE3, June, 1973, pp. 333–345.
22.
Water Pollution Control Federation, Design and Construction of Sanitary and Storm Sewers, Manual of Practice No. 9, WPCF and ASCE, Washington, 1970.
Information & Authors
Information
Published In
Copyright
Copyright © 1983 ASCE.
History
Published online: Oct 1, 1983
Published in print: Oct 1983
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.