Reliability Analysis of Pumping Systems
Publication: Journal of Hydraulic Engineering
Volume 116, Issue 2
Abstract
A new methodology is presented for the reliability analysis of pumping stations for water‐supply systems. The methodology considers both mechanical failure and hydraulic failure and models the available capacity of a pumping station as a continuous‐time Markov process, using bivariate analysis and conditional probability approaches in a frequency and duration analysis framework. A supply model, a demand model, and a margin model are developed and used to compute the expected duration of a failure, expected unserved demand due to a failure, expected number of failures in the period of study, expected total duration of failures in the period of study, and expected total unserved demand in the period of study. Five example applications are used to illustrate the new methodology. This methodology can be used to analyze existing pumping systems and to design new systems.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Billinton, R., and Allan, R. (1983). Reliability evaluation of engineering systems: Concept and techniques. Pitman Books Ltd., London, England.
2.
Duan, N. (1988). “Optimal reliability‐based design and analysis of pumping systems for water distribution systems,” thesis presented to the University of Texas, at Austin, Tex., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
3.
Duan, N., and Mays, L. W. (1987). “Reliability analysis of pumping stations and storage facilities.” Proc. of the 1987 Nat. Conf. on Hydr. Engrg., ASCE, 600–605.
4.
Duan, N., Mays, L. W., and Lansey, K. E. (1990). “Optimal reliability‐based design of pumping and distribution systems.” J. Hydr. Engrg., ASCE, 116(2), 249–268.
5.
Goulter, I., and Bouchart, F. (1987). “Joint consideration of pipe breakage and pipe flow probabilities.” Proc. of the 1987 Nat. Conf. on Hydr. Engrg., ASCE, 469–474.
6.
Hobbs, B. (1985). “Reliability analysis of water system capacity.” Proc., Specialty Conf. Hydr. and Hydro. in the Small Computer Age, W. Waldrop, ed., ASCE, 341–346.
7.
Hobbs, B., and Beim, G. K. (1986). “Verification of a supply reliability model.” Case Western Reserve Univ., Cleveland, Ohio.
8.
Hobbs, B., Beim, G. K., and Gleit, A. (1987). “Reliability analysis of power and water supply systems.” Strategic planning in energy and natural resources, J. A. Bloom et al., eds.
9.
Lansey, K. E., et al. (1989). “Water distribution system design under uncertainties.” J. Water Resour. Ping, and Mgmt., ASCE, 115(5), 630–645.
10.
Mays, L. W., and Cullinane, M. J. (1986). “A review and evaluation of reliability concepts for design of water distribution systems.” Miscellaneous Paper EL‐86‐1, U.S. Army Corps of Engrs., Envir. Lab., Wtrways. Experiment Station, Vicksburg, Miss., Jan.
11.
Su, Y.‐C.et al. (1987). “Reliability‐based optimization model for water distribution systems.” J. Hydr. Engrg., ASCE, 114(12), 1539–1556.
12.
Tung, Y.‐K., et al. (1987). “Water distribution system design by chance‐constrained model.” Proc., 1987 Nat. Conf. on Hydr. Engrg., ASCE, 588–593.
13.
Woodburn, J., Lansey, K. E., and Mays, L. W. (1987). “Model for the optimal rehabilitation replacement of water distribution system components.” Proc., 1987 Nat. Conf. on Hydr. Engrg., ASCE, 606–611.
Information & Authors
Information
Published In
Copyright
Copyright © 1990 ASCE.
History
Published online: Feb 1, 1990
Published in print: Feb 1990
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.