Extended period simulation analysis considering valve shutdowns

Journal of Water Resources Planning and Management

Volumn 134, Issue 6, 2008, Pages 527-537

  Giustolisi, Orazio ^a   Kapelan, Zoran ^b   Savic, Dragan ^b  

^a POLITECNICO DI BARI   (Italy)

^b UNIVERSITY OF EXETER   (United Kingdom)

Author keywords

Algorithms; Network analysis; Risk management; Simulation; System reliability; Water distribution systems

Indexed keywords

ELECTRIC NETWORK ANALYSIS; ELECTRIC NETWORK TOPOLOGY; ELECTRIC POWER DISTRIBUTION; GRAPH THEORY; HYDRAULIC MODELS; HYDRAULIC STRUCTURES; HYDRAULICS; NETWORK MANAGEMENT; NETWORK PROTOCOLS; OFFSHORE OIL WELL PRODUCTION; RELIABILITY; RELIABILITY ANALYSIS; RISK ANALYSIS; RISK ASSESSMENT; RISK MANAGEMENT; SENSOR NETWORKS; UNCERTAINTY ANALYSIS; VALVES (MECHANICAL); WATER ANALYSIS; WATER SUPPLY; WATER SUPPLY SYSTEMS;

CASE STUDIES; EXTENDED PERIOD SIMULATIONS; ISOLATION VALVES; LEAST COSTS; NETWORK ANALYSIS; NETWORK CONFIGURATIONS; NETWORK TOPOLOGIES; PIPE BURSTS; RELIABILITY INDICATORS; SIMULATION; SYSTEM RELIABILITY; SYSTEM'S PERFORMANCES; WATER DEMANDS; WATER DISTRIBUTIONS; WORKING CONDITIONS;

WATER DISTRIBUTION SYSTEMS;

ALGORITHM; NETWORK ANALYSIS; PERFORMANCE ASSESSMENT; RELIABILITY ANALYSIS; RISK ASSESSMENT; SIMULATION; WATER SUPPLY;

EID: 54249127354     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9496(2008)134:6(527)     Document Type: Article

References (35)

1. Ackley, J. R. L., Tanyimboh, T. T., Tahar, B., and Templeman, A. B. (2001). "Head-driven analysis of water distribution systems." Proc. of Computer and Control in Water Industry (CCWI), Water Software Systems: Theory and Applications, B. Ulanicki, B. Coulbeck, and J. Rance, eds., Vol. 1, Research Studies Press, England, 183-192.
2. Ang, W. K., and Jowitt, P. W. (2006). "Solution of water distribution systems under pressure deficient conditions." J. Water Resour. Plann. Manage.JWRMD50733-949610.1061/ (ASCE)0733-9496(2006)132:3(175), 132(3), 175-182.
3. Berardi, L., Kapelan, Z., Giustolisi, O., and Savic, D. A. (2008). "Assessment of performance indicators for water systems." J. Hydroinform.ZZZZZZ1464-7141, 10(2), 113-126.
4. Berardi, L., Savic, D. A., and Giustolisi, O. (2005). "Investigation of burst-prediction formulas for water distribution systems by evolutionary computing." Proc., Eight Int. Conf. on Computing and Control for the Water Industry, D. A. Savic, G. A. Walters, R. King, and S.-T. Khu, eds., Vol. 2, Univ. of Exeter, U.K., 275-280.
5. Chandapillai, J. (1991). "Realistic simulation of water distribution system." J. Transp. Eng.JTPEDI0733-947X10.1061/ (ASCE)0733-947X(1991)117:2(258), 117(2), 258-263.
6. Farmani, R., Walters, G. A., and Savic, D. A. (2005). "Trade-off between total cost and reliability for anytown water distribution network." J. Hydrol. Eng.JHYEFF1084-0699, 131(3), 161-171.
7. Fujiwara, O., and Li, J. (1998). "Reliability analysis of water distribution networks in consideration of equity, redistribution, and pressure-dependent demand." Water Resour. Res.WRERAQ0043-139710.1029/98WR00908, 34(7), 1843-1850.
8. Gargano, R., and Pianese, D. (2000). "Reliability as tool for hydraulic network planning." J. Hydraul. Eng.JHEND80733-942910.1061/ (ASCE)0733-9429(2000)126:5(354), 126(5), 354-364.
9. Giustolisi, O., Kapelan, Z., and Savic, D. A. (2008). "An algorithm for automatic detection of topological changes in water distribution networks." J. Hydraul. Eng.JHEND80733-942910.1061/ (ASCE)0733-9429(2008)134:4(435), 134(4), 435-446.
10. Golub, G. H., and Van Loan, C. F. (1993). Matrix computations, The Johns Hopkins University Press, London.
11. Goulter, I. C. (1995). "Analytical and simulation models for reliability analysis in water distribution systems." Improving efficiency and reliability in water distribution systems, E. Cabrera and A. F. Vela, eds., Kluwer Academics, London, 235-266.
12. Gupta, R., and Bhave, P. R. (1996). "Comparison of methods for predicting deficient-network performance." J. Hydrol. Eng.JHYEFF1084-0699, 122(3), 214-217.
13. Jun, H., and Loganathan, G. V. (2007). "Valve-controlled segments in water distribution systems." J. Hydrol. Eng.JHYEFF1084-0699, 133(2), 145-155.
14. Kalungi, P., and Tanyimboh, T. (2003). "Redundancy model for water distribution systems." Reliab. Eng. Syst. Saf.RESSEP0951-832010.1016/S0951-8320(03)00168-6, 82(3), 275-286.
15. Kettler, A. J., and Goulter, I. C. (1985). "An analysis of pipe breakage in urban water distribution networks." Can. J. Civ. Eng.CJCEB80315-1468, 12(2), 286-293.
16. Kleiner, Y., and Rajani, B. B. (1999). "Using limited data to assess future needs." J. Am. Water Works Assoc.JAWWA50003-150X, 91(7), 47-62.
17. Kleiner, Y., and Rajani, B. B. (2001). "Comprehensive review of structural deterioration of water mains: Statistical models." Urban WaterURWAFE1462-0758, 3(3), 121-150.
18. Kleiner, Y., and Rajani, B. B. (2002). "Forecasting variations and trends in water-main breaks." J. Infrastruct. Syst.JITSE41076-034210.1061/(ASCE)1076-0342(2002)8:4(122), 8(4), 122-131.
19. Pelletier, G., Mailhot, A., and Villeneuve, J. P. (2003). "Modeling water pipe breaks-Three case studies." J. Hydrol. Eng.JHYEFF1084-0699, 129(2), 115-123.
20. Prasad, T. D., and Park, N. S. (2004). "Multiobjective genetic algorithms for design of water distribution networks." J. Hydrol. Eng.JHYEFF1084-0699, 130(1), 73-82.
21. Reddy, L., and Elango, R. (1989). "Analysis of water distribution networks with head-dependent outlets." Civ. Eng. Environ. Syst.ZZZZZZ1028-6628, 6(3), 102-110.
22. Savic, D. A., and Walters, G. A. (1997). "Genetic algorithms for the least-cost design of water distribution networks." J. Hydrol. Eng.JHYEFF1084-0699, 123(2), 67-77.
23. Shamir, U., and Howard, C. D. D. (1979). "An analytic approach to scheduling pipe replacement." J. Am. Water Works Assoc.JAWWA50003-150X, 117(5), 248-258.
24. Tanyimboh, T. T., Tabesh, M., and Burrows, R. (2001). "Appraisal of source head methods for calculating reliability of water distribution networks." J. Hydrol. Eng.JHYEFF1084-0699, 127(4), 206-213.
25. Todini, E. (2000). "Looped water distribution networks design using a resilience index based heuristic approach." Urban WaterURWAFE1462-075810.1016/S1462-0758(00)00049-2, 2(2), 115-122.
26. Todini, E. (2003). "A more realistic approach to the 'extended period simulation' of water distribution networks." Advances in water supply management, C. Maksimovic, D. Butler, and F. A. Memon, eds., Balkema, Lisse, The Netherlands, 173-184.
27. Tolson, B. A., Maier, H. R., Simpson, A. R., and Lence, B. J. (2004). "Genetic algorithms for reliability-based optimization of water distribution systems." J. Water Resour. Plann. Manage.JWRMD50733-949610.1061/(ASCE)0733-9496(2004)130:1(63), 130(1), 63-72.
28. Wagner, J. M., Shamir, U., and Marks, D. H. (1988). "Water distribution reliability: Simulation methods." J. Water Resour. Plann. Manage.JWRMD50733-9496, 114(3), 276-294.
29. Walski, T. M. (1993a). "Practical aspects of providing reliability in water distribution systems." Reliab. Eng. Syst. Saf.RESSEP0951-832010.1016/0951-8320(93)90050-9, 42(1), 13-19.
30. Walski, T. M. (1993b). "Water distribution valve topology" Reliab. Eng. Syst. Saf.RESSEP0951-832010.1016/0951-8320(93)90051-Y, 42(1), 21-27.
31. Walski, T. M. (2001). "The wrong paradigm-Why water distribution doesn't work?" J. Water Resour. Plann. Manage.JWRMD50733-949610.1061/(ASCE)0733-9496(2001)127:4(203), 127(4), 203-205.
32. Walski, T. M., and Pelliccia, A. (1982). "Economics analysis of water main breaks." J. Am. Water Works Assoc.JAWWA50003-150X, 74(3), 140-147.
33. Walski, T. M., Weiler, J., and Culver, T. (2006). "Using criticality analysis to identify the impact of valve location." 8th Water Distribution System Analysis Symp. (CD-ROM), http://cebd.asce.org.
34. Xu, C., and Goulter, I. C. (1998). "Probabilistic model for water distribution reliability." J. Water Resour. Plann. Manage.JWRMD50733-949610.1061/(ASCE)0733-9496(1998)124:4(218), 124(4), 218-228.
35. Xu, C., and Goulter, I. C. (1999). "Reliability-based optimal design of water distribution network." J. Hydrol. Eng.JHYEFF1084-0699, 125(6), 352-362.