Optimal Design of Pumping Mains
Publication: Journal of Transportation Engineering
Volume 127, Issue 3
Abstract
Pumping mains are pipelines in which the flow is maintained by pumping. The present design equations are based on the Hazen-Williams equation or the constant friction factor in the Darcy-Weisbach equation. Considering the variability of the friction factor, the pumping main design is formulated as a constrained geometric programming problem having a single degree of difficulty. The solution yielded equations for the minimal cost, the optimal diameter, and the pumping head. These design equations provide insight about the functional dependence of the input variables on the optimal design.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Babbitt, H. E., and Doland, J. J. ( 1949). Water supply engineering, 4th ed., McGraw-Hill, New York, 171–173.
2.
Garg, S. K. ( 1990). Water supply engineering, 6th ed., Khanna, New Delhi, 287.
3.
Liou, C. P. (1998). “Limitations and proper use of the Hazen-Williams equation.”J. Hydr. Engrg., ASCE, 124(9), 951–954.
4.
Swamee, P. K. (1993). “Design of a submarine oil pipeline.”J. Transp. Engrg., ASCE, 119(1), 159–170.
5.
Swamee, P. K. (1995). “Design of a sediment-transporting pipeline.”J. Hydr. Engrg., ASCE, 121(1), 72–76.
6.
Swamee, P. K. (1996). “Design of multistage pumping main.”J. Transp. Engrg., ASCE, 122(1), 1), 1–4.
7.
Swamee, P. K. (1998). “Design of pipelines to transport neutrally buoyant capsules.”J. Hydr. Engrg., ASCE, 124(11), 1155–1160.
8.
Swamee, P. K., and Jain, A. K. (1976). “Explicit equations for pipe flow problems.”J. Hydr. Engrg., ASCE, 102(5), 657–664.
9.
Swamee, P. K., and Sharma, A. K. (1990a). “Decomposition of large water distribution systems.”J. Envir. Engrg., ASCE, 116(2), 269–283.
10.
Swamee, P. K., and Sharma, A. K. (1990b). “Reorganization of a water distribution system.”J. Envir. Engrg., ASCE, 116(3), 588–600.
11.
Thresh, J. C. ( 1901). Water and water supplies, Rebman, London.
12.
Turneaure, F. E., and Russell, H. L. ( 1955). Public water supplies, Wiley, New York
13.
Wilde, D. J., and Beightler, C. S. ( 1967). Foundations of optimization, Prentice-Hall, Englewood Cliffs, N.J.
Information & Authors
Information
Published In
History
Received: Apr 30, 1998
Published online: Jun 1, 2001
Published in print: Jun 2001
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.