Hydraulic power capacity of water distribution networks in uncertain conditions of deterioration

Water Resources Research

Volumn 34, Issue 12, 1998, Pages 3605-3614

  Park, Joshua I ^a   Lambert, James H ^a   Haimes, Yacov Y ^a  

^a UNIVERSITY OF VIRGINIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DETERIORATION; ECONOMICS; ELECTRIC POWER DISTRIBUTION; PROBABILITY DISTRIBUTIONS; WATER SUPPLY SYSTEMS;

CAPITAL EXPENDITURES; ECONOMIC GROWTHS; HYDRAULIC CAPACITY; PROBABILISTIC ASSESSMENTS; TOTAL LOSS OF POWER; UNCERTAIN CAPACITY; UNCERTAIN CONDITION; WATER DISTRIBUTION NETWORKS;

WATER DISTRIBUTION SYSTEMS;

EID: 0032421495     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/98WR01377     Document Type: Article

References (15)

1. Ang, A. H.-S., and W. H. Tang, Probability Concepts in Engineering Planning and Design, vol. II, Decision, Risk, and Reliability, John Wiley, New York, 1984.
2. Bao, Y., and L. W. Mays, Model for water distribution system reliability, J. Hydraul. Eng., 116, 1119-1137, 1990.
3. Comptroller General of the United States, Additional federal aid for urban water distribution system should wait until needs are clearly established, Rep. CED-81-17, U.S. Gen. Account, Off., Washington, D. C., Nov. 24, 1980.
4. Cullinane, M. J., J. Goodrich, and I. Goulter, Water distribution system evaluation, in Reliability Analysis of Water Distribution Systems, edited by Larry Mays, pp. 92-94, Am. Soc. of Civ. Eng., Reston, Va., 1989.
5. Fujiwara, O., and H. D. Tung, Reliability improvement for water distribution networks through increasing pipe size, Water Resour. Res., 27, 1395-1402, 1991.
6. Gale, D., A theorem on flows in networks, Pac. J. Math., 7, 1073-1082, 1957.
7. Habibian, A., Research needs for water distribution system rehabilitation, Water Eng. Manage., 141, 25-27, 1994.
8. Hoffman, A. J., Some recent applications of the theory of linear inequalities to extremal combinatorial analysis, in Proceedings of Symposia in Applied Mathematics, vol. X, Combinatorial Analysis, pp. 113-127, Am. Math. Soc., Providence, R. I., 1960.
9. Lal, J., Hydraulics, 4th ed., Metropolitan Book, New York, 1963.
10. Lambert, J. H., Y. Y. Haimes, and L. R. Johnson, The impact of multiple failure modes in risk analysis for civil infrastructure management, in Risk-Based Decision Making in Water Resources, vol. VII, edited by Y. Y. Haimes, D. A. Moser, and E. Z. Stakhiv, pp. 80-105, Am. Soc. of Civ. Eng., 1996.
11. Li, D., and Y. Y. Haimes, Optimal maintenance-related decision making for deteriorating water distribution systems: Semi-Markovian model for a water main, Water Resour. Res., 28, 1053-1061, 1992a.
12. Li, D., and Y. Y. Haimes, Optimal maintenance-related decision making for deteriorating water distribution systems: Multilevel decomposition approach, Water Resour. Res., 28, 1063-1070, 1992b.
13. Li, D., T. Dolezal, and Y. Y. Haimes, Capacity reliability of water distribution networks, Rel. Eng. Syst. Safety, 42, 29-38, 1993.
14. Mays, L. W., Reliability analysis of water distribution systems, report, chap. 1, p. 4, Task Comm. on Risk and Rel. Anal. of Water Distrib. Syst., Comm. on Probab. Approaches to Hydraul., Hydraul. Div., Am. Soc. of Civ. Eng., Reston, Va., 1989.
15. Williams, G. S., and A. H. Hazen, Hydraulic Tables, 3rd ed., John Wiley, New York, 1933.