Simplified procedure for water distribution networks reliabilityassessment

Journal of Water Resources Planning and Management

Volumn 138, Issue 4, 2012, Pages 368-376

  Ciaponi, Carlo ^a   Franchioli, Luigi ^a   Papiri, Sergio ^a  

^a UNIVERSITY OF PAVIA   (Italy)

Author keywords

Performance indicators; Reliability assessment; Water distribution network; Water systems

Indexed keywords

DESIGN PARAMETERS; DESIGN SOLUTIONS; HYDRAULIC CONDUCTANCE; PERFORMANCE INDICATORS; RELIABILITY ASSESSMENTS; SIMPLIFIED PROCEDURE; WATER DISTRIBUTION NETWORKS; WATER SYSTEM;

BENCHMARKING; RELIABILITY ANALYSIS; REPAIR;

WATER DISTRIBUTION SYSTEMS;

ASSESSMENT METHOD; DISTRIBUTION SYSTEM; NETWORK ANALYSIS; RELIABILITY ANALYSIS; WATER DEMAND;

EID: 84876715561     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)WR.1943-5452.0000184     Document Type: Article

References (30)

1. Bertola, P., and Nicolini, M. (2004). "Valutazione dell'affidabilitá complessiva di una rete di distribuzione idrica con simulazioni quasi stazionarie di lungo periodo." Atti del 29° Convegno Nazionale di Idraulica e Costruzioni Idrauliche, Editoriale BIOS, Cosenza (in Italian).
2. Cheung, P. B., Van Zyl, J. E., and Reis, L. F. R. (2005). "Extension of EPANET for pressure driven demand modelling in water distribution system." CCWI2005 Water Management for the 21st Century, D. A. Savic, G. A. Walters, S. T. Khu, and R. King, eds., Vol. 1, Centre for Water Systems, University of Exeter, UK, 311-316.
3. Ciaponi, C. (2009). "Performance analysis in water supply." Performance indicators for the planning, design and management of water supply systems, C. Ciaponi, ed., CSDU, Milano, 1-28.
4. Ciaponi, C., and Papiri, S. (1985). "Contributo al dimensionamento ottimale delle reti di condotte in pressione a maglie chiuse." Ingegneria Sanitaria, 4, 209-217 (in Italian).
5. Creaco, E., Franchini, M., and Alvisi, S. (2010). "Optimal placement of isolation valves in water distribution systems based on valve cost and weighted average demand shortfall." Water Resour. Manage., 24, 4317-4338.
6. Fujiwara, O., and Ganesharajah, T. (1993). "Reliability assessment of water supply systems with storage and distribution networks." Water Resour. Res., 29(8), 2917-2924.
7. Fujiwara, O., and Li, J. (1998). "Reliability analysis of water distribution networks in consideration of equity, redistribution and pressuredependent demand." Water Resour. Res., 34(7), 1843-1850.
8. Gargano, R., and Pianese, D. (2000). "Reliability as tool for hydraulic network planning." J. Hydraul. Eng., 126(5), 354-364.
9. Giustolisi, O., Kapelan, Z., and Savic, D. A. (2008). "Extended period simulation analysis considering valve shutdowns." J. Water Resour. Plann. Manage., 134(6), 527-537.
10. Giustolisi, O., and Laucelli, D. (2011). "Water distribution networks pressure-driven analysis using EGGA." J. Water Resour. Plann. Manage., 137(6), 498-510.
11. Giustolisi, O., Savic, D. (2010). "Identification of segments and optimal isolation valve system design in water distribution networks." Urban Water J., 7(1), 1-15.
12. Gupta, R., and Bhave, P. R. (1994). "Reliability analysis of water distribution systems." J. Environ. Eng., 120(2), 447-460.
13. Gupta, R., and Bhave, P. R. (1996). "Comparison of methods for predicting deficient-network performance." J. Water Resour. Plann. Manage., 122(3), 214-217.
14. Jun, H., and Loganathan, G. V. (2007). "Valve-controlled segments in water distribution systems." J. Water Resour. Plann. Manage., 133(2), 145-155.
15. Kao, J. J., and Li, P. H. (2007). "A segment based optimization model for water pipeline replacement." J. Am. Water Works Assoc., 99(7), 83-95.
16. Khomsi, D., Walters, G. A., Thorley, A. R. D., and Ouazar, D. (1996). "Reliability Tester for water distribution networks." J. Computing in Civil Eng., 10(1), 10-19.
17. Mays, L.W., ed., (1989). Reliability analysis of water distribution systems, ASCE, New York.
18. Pelletier, G., Mailhot, A., and Villeneuve, J. (2003). "Modeling water pipe breaks. Three case studies." J. Water Resour. Plann. Manage., 129(2), 115-123.
19. Reddy, L., and Elango, R. (1989). "Analysis of water distribution networks with head-dependent outlets." Civ. Eng. Syst., 6(3), 102-110.
20. Rossman, L. A. (2000). EPANET 2 users manual, USEPA Cincinnati.
21. Shinstine, D. S., and Lansley, K. E. (2002). "Reliability/availability analysis of municipal distribution networks: Case studies." J. Waterway, Port, Coastal and Ocean Eng., 128(2), 140-151.
22. Su, Y., Mays, L. W., and Lansey, K. E. (1987). "Reliability-based optimisation model for water distribution system." J. Hydraul. Eng., 113(12), 1539-1556.
23. Tanymboh, T. T., Tabesh, M., and Burrow, R. (2001). "Appraisal of source head methods for calculating reliability of water distribution networks." J. Water Resour. Plann. Manage., 127(4), 206-213
24. Todini, E. (2003). "A more realistic approach to the 'extended period simulation' of water distribution network." Advances in Water Supply Management, Proc., CCWI'03 Conf., C. Maksimovic, F. A. Memon, and D. Butler, eds., Taylor & Francis, London.
25. Tucciarelli, T., Criminisi, A., and Termini, D. (1999). "Leak analysis in pipeline system by means of optimal valve regulation." J. Hydraul. Eng., 125(3), 277-285.
26. Wagner, J. M., Shamir, U., and Marks, D. H. (1988). "Water distribution reliability: Simulation methods." J. Water Resour. Plann. Manage., 114(3), 276-294.
27. Walski, T. M. (1993). "Water distribution valve topology for reliability analysis." Relaib. Eng. Syst. Saf., 42(1), 21-27.
28. Walters, G. A., and Knezevic, J. (1988). "The influence of reliability on the layout and design of water distribution networks." Proc., Symp. on Reliability-Based Design in Civil Engineering, Ecole Polytechnique Fédérale de Lausanne, Switzerland, 237-243.
29. Wu, Z. Y., Wang, R. H., Walsky, T. M., Yang, S. Y., Bowdler, D., and Baggett, C. C. (2009). "Extended global-gradient algorithm for pressure dependent water distribution analysis." J. Water Resour. Plann. Manage., 135(1), 13-22.
30. Xu, C., and Goulter, I. C. (1998). "Probabilistic model for water distribution reliability." J. Water Resour. Plann. Manage., 124(4), 218-228.