TECHNICAL PAPERS
May 1, 1991

Reliability‐Based Distribution System Maintenance

Publication: Journal of Water Resources Planning and Management
Volume 117, Issue 3

Abstract

A strategy for prioritizing decisions for the maintenance of a water distribution system is developed. Using component and network reliability based on time‐varying connectivity concepts, the probabilities that water will be available at demand points in the system are calculated to determine a reliability surface. At any time, this surface is used to locate low reliability areas, which identify parts of the system that need maintenance priority. The specific components that must be repaired or replaced are determined using a component importance criterion that measures the overall effect of component maintenance on the system reliability. The procedure is applied to one hypothetical and two real‐life water distributions systems.

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References

1.
Andreou, S. A. (1986). “Predictive models for pipe break failures and their implications on maintenance planning strategies for deteriorating water distribution systems,” thesis presented to the Massachusetts Institute of Technology, at Cambridge, Mass., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2.
Andreou, S. A., Marks, D. H., and Clark, R. M. (1987). “A new methodology for modelling break failure patterns in deteriorating water distribution systems: Theory and applications.” Adv. Water Resour., 10, 2–20.
3.
Ang, A. H.‐S., and Tang, W. H. (1984). Probability concepts in engineering planning and design: Vol. II: Decision, risk and reliability. John Wiley and Sons, New York, N.Y.
4.
Clark, R. M., Stafford, C. L., and Goodrich, J. A. (1982). “Water distribution systems: A spatial and cost evaluation.” J. Water Resour. Plng. and Mgmt. Div., ASCE, 108, 243–256.
5.
Cullinane, J. M. (1985). “Reliability evaluation of water distribution system components.” Hydraulics and hydrology in the small computer age. Vol. 1, ASCE, New York, N.Y., 353–358.
6.
Cullinane, J. M. (1989). “Determining availability and reliability for water distribution systems.” Reliability analysis for water distribution systems, L. W. Mays, ed., ASCE, New York, N.Y.
7.
Damelin, E., Shamir, U., and Arad, N. (1972). “Engineering and economic evaluation of the reliability of water supply.” Water Resour. Res., 8(4), 861–877.
8.
Goodrich, J. A., and Adams, J. Q. (1985). “Data base development and analysis for water distribution systems.” Hydrology and hydraulics in the small computer age, Vol. 1, ASCE, New York, N.Y., 336–340.
9.
Goodrich, J., Cullinane, M. J., and Goulter, I. (1989). “Water distribution systems evaluation.” Reliability analysis of water distribution systems, L. W. Mays, ed., ASCE, New York, N.Y.
10.
Henley, E. J., and Williams, R. A. (1973). Graph theory in modern engineering. Academic Press, New York, N.Y.
11.
Hobbs, B. B. (1985). “Reliability analysis of water system capacity.” Hydraulics and hydrology in the small computer age, Vol. 1, ASCE, New York, N.Y., 341–346.
12.
Hobbs, B. F., and Beim, G. (1988). “Analytical simulation of water system capacity reliability, Parts 1 and 2.” Water Resour. Res., 24(9), 1431–1458.
13.
Inoue, K., and Henley, E. J. (1975). “Computer‐aided reliability and safety analysis of complex systems.” IFAC 6th World Congress, Part 1110.
14.
Kapur, K. C., and Lamberson, L. R. (1977). Reliability in engineering design. John Wiley and Sons, New York, N.Y.
15.
Kaufman, A. D., Grouchko, D., and Croun, R. (1977). Mathematical models for the study of the reliability of systems. Academic Press, New York, N.Y.
16.
Marks, D. L., Jeffrey, S., Andreou, S., and Park, C. (1985). “Predicting urban water distribution maintenance strategies: A case study of the New Haven, Connecticut. “EPA Draft Report.
17.
Mays, L. W. (1985). “Methods for reliability analysis of water distribution networks.” Computer applications in water resources, Vol. 1, American Society of Civil Engineers, New York, N.Y., 1229–1238.
18.
Mays, L. W., ed. (1989). Reliability analysis of water distribution systems. American Society of Civil Engineers, New York, N.Y.
19.
Mays, L. W., Ning, D., and Su, Y. C. (1986). “Modeling reliability in water distribution network design.” Water forum 86: World water issues in evolution, Vol. 2, ASCE, New York, N.Y., 1272–1278.
20.
Messinger, M., and Shooman, M. L. (1967). “Reliability approximations for complex structures.” Proc., Annual Symp. on Reliability, IEEE, 292–301.
21.
Morgan, D. R., and Goulter, I. (1985). “Optimal urban water distribution design.” Water Resour. Res., 21(5), 642–652.
22.
O'Day, K. (1982). “Organizing and analysing leak and break data for making main replacement decisions.” J. Am. Waterworks Assoc., 74(11), 588–594.
23.
Pearson, G. D. M. (1977). “Computer program for approximating the reliability characteristics of acyclic directed graphs.” IEEE Trans. Reliability, R‐26, 32–38.
24.
Quimpo, R. G., and Shamsi, U. M. (1988). “Network reliability for water distribution system management.” Proc., 5th Int. Symp. on Stochastic Hydraulics, Birmingham, U.K.
25.
Satyanarayana, A., and Wood, R. K. (1982). “Polygon to chain reductions and network reliability.” ORC 82‐24, Univ. of California, Berkeley, Calif.
26.
Shamir, U., and Howard, C. P. D. (1979). “An analytical approach to pipe replacement.” J. AWWA, 7(5), 248–258.
27.
Shamir, U., and Howard, C. D. D. (1981). “Water supply reliability theory.” J. of Am. Waterworks Assoc., 73, 379–384.
28.
Shamsi, U. M. (1988). “Reliability approach to water supply intrastructure maintenance,” thesis presented to the University of Pittsburgh, at Pittsburgh, Pa., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
29.
Shogan, A. W. (1974). “Computation of the reliability of a stochastic network.” Tech. Report 161, Dept. of Operations Research, Stanford Univ., Palo Alto, Calif.
30.
Tung, Y. K. (1985). “Evaluation of water distribution network reliability.” Hydraulics and hydrology in the small computer age, Vol. 1, American Society of Civil Engineers, New York, N.Y., 359–364.
31.
Tung, Y. K., Mays, L. W., and Cullinane, M. J. (1989). “Reliability analysis of systems.” Reliability analysis of water distribution systems, L. W. Mays, ed., ASCE, New York, N.Y., 9‐1–9‐37.
32.
Wagner, J. M., Shamir, U., and Marks, D. H. (1988). “Water distribution reliability: Analytical methods.” J. Water Resour. Plng. and Mgmt., ASCE, 114(3).
33.
Walski, T. M., and Pellicia, A. (1982). “Economic analysis of water main breaks.” J. Am. Waterworks Assoc., 74, 140–147.
34.
Wood, D. J. (1980). KYPIPES. Engineering Continuing Education, University of Kentucky, Lexington, Ky.

Information & Authors

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 117Issue 3May 1991
Pages: 321 - 339

History

Published online: May 1, 1991
Published in print: May 1991

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Authors

Affiliations

Rafael G. Quimpo
Prof., Dept. of Civ. Engrg., Univ. of Pittsburgh, Pittsburgh, PA 15261
Uzair M. Shamsi, Members, ASCE
Proj. Engr., The Chester Engrs., P.O. Box 9356, Pittsburgh, PA 15225

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