TECHNICAL PAPERS
Jan 1, 1996

Design of Multistage Pumping Main

Publication: Journal of Transportation Engineering
Volume 122, Issue 1

Abstract

Long-distance pipelines transporting fluids against gravity and frictional resistance involve multistage pumping. Equations for the optimal diameter and the pumping head for a single-stage pumping main are available. However, in the case of multistage pumping, the optimal number of pumping stages are worked out by an enumeration process. Such a process does not indicate functional dependence of input parameters on the design variables. In this paper, the multistage pumping main design is formulated as a geometric programming problem having a single degree of difficulty. The constant friction factor case of the problem yielded a closed-form solution for a long pipeline with relatively flat topography. The variation of the friction factor with diameter has been accounted for iteratively.

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References

1.
Duffin, R. J., Peterson, E. L., and Zener, C. (1967). Geometric Programming, John Wiley, New York, N.Y.
2.
Swamee, P. K.(1993). “Design of a submarine oil pipeline.”J. Transp. Engrg., ASCE, 119(1), 159–170.
3.
Swamee, P. K.(1995). “Design of sediment-transporting pipeline.”J. Hydr. Engrg., ASCE, 121(1), 72–76.
4.
Swamee, P. K., and Sharma, A. K.(1990a). “Decomposition of large water distribution systems.”J. Envir. Engrg., ASCE, 116(2), 269–283.
5.
Swamee, P. K., and Sharma, A. K.(1990b). “Reorganization of a water distribution system.”J. Envir. Engrg., ASCE, 116(3), 588–600.
6.
Wildenradt, W. C. (1983). “Changing economic factors affect pipeline design.”Pipeline and Gas J., 20–26.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 122Issue 1January 1996
Pages: 1 - 4

History

Published online: Jan 1, 1996
Published in print: Jan 1996

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Prabhata K. Swamee
Prof. of Civ. Engrg., Univ. of Roorkee, Roorkee, 247 667, India.

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