Optimal Design for Storm Sewer System with Pumping Stations
Publication: Journal of Water Resources Planning and Management
Volume 117, Issue 1
Abstract
The purpose of this study is to develop a working model for the least‐cost optimal design of a storm sewer system, including the construction and operational costs of pumping stations. The new model is a modification of the Illinois Least‐Cost Storm‐Sewer System Design Model (ILSD‐1) developed at the University of Illinois. It can be applied to a storm sewer network, especially in a lowland area, with pumping stations inside or at the outlet of the network. In order to match the discrete differential dynamic programming optimization scheme used in ILSD‐1, a pumping station is considered as an inserted stage. The state variables of the stage of a pumping station include not only the storm sewer crown elevations originally used in ILSD‐1 but also the capacity of the pumping stations. The decision variable is the pumping head at the pumping stations. This new model has been satisfactorily applied to a storm sewer system with pumping stations in a lowland area in northern. Taiwan.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Cheng, S.‐T. (1982). “Detention storage optimization in least‐cost sewer system design.” Urban stormwater quality, management and planning, Water Resources Publ., Littleton, Colo., 379–388.
2.
Chow, V. T., Maidment, D. R., and Tauxe, G. W. (1975). “Computer time and memory requirement for DP and DDDP in water resources systems analysis.” Water Resour. Res., 11(5), 621–628.
3.
Froise, S., and Burges, S. J. (1978). “Least‐cost design of urban‐drainage networks.” J. Water Resour. Plng. and Mgmt., ASCE, 104(1), 75–92.
4.
Heidari, M., Chow, V. T., Kokotovic, P. V., and Meredith, D. D. (1971). “Discrete differential dynamic programming approach to water resources systems optimization.” Water Resour. Res., 7(2), 273–282.
5.
Kuo, J. T., Yen, B. C., and Hwang, G. P. (1987). “Least‐cost optimal sewer design considering box‐sewers.” Proc. Fourth Int. Conference on Urban Storm Drainage: Topics in Urban Storm Water Quality, Planning and Management, 2, Lausanne, Switzerland, 391–396.
6.
Mays, L. W., and Yen, B. C. (1975). “Optimal cost design of branched sewer system.” Water Resour. Res., 11(1), 37–47.
7.
Mays, L. W., and Wenzel, H. G. (1976). “A serial DDDP approach for optimal design of multi‐level branching storm sewer systems.” Water Resour. Res., 12(5), 913–917.
8.
Merritt, L. B., and Bogan, R. H. (1973). “Computer‐based optimal design of sewer system.” J. Envir. Engrg. Div., ASCE, 99(1), 35–53.
9.
Yen, B. C., Wenzel, H. G., Mays, L. W., and Tang, W. H. (1976). “Advanced methodologies for design of storm sewer systems.” Research Report No. 112, Water Res. Ctr., Univ. of Illinois, Urbana‐Champaign, Ill.
10.
Yen, B. C., Cheng, S. T., Jun, B. H., Voorhees, M. L., Wenzel, H. G., and Mays, L. W. (1984). “Illinois least‐cost sewer system design model: ILSD‐1 & 2 user's guide.” Research Report No. 188, Water Resour. Ctr., Univ. of Illinois, Urbana‐Champaign, Ill.
11.
Yen, C. L., Yen, B. C., Young, D. L., Kuo, J. T., Lin, C. S., Hwang, G. P., and Chen, C. S. (1985). “Computer optimization models and evaluation models for Taiwan's urban storm sewer systems.” Report No. 7403, Hydr. Engrg. Div., Dept. of Civ. Engrg., National Taiwan Univ., Taipei, Taiwan (in Chinese).
Information & Authors
Information
Published In
Copyright
Copyright © 1991 ASCE.
History
Published online: Jan 1, 1991
Published in print: Jan 1991
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.