Evaluating Water Demand Shortfalls in Segment Analysis

Water Resources Management

Volumn 26, Issue 8, 2012, Pages 2301-2321

  Creaco, E ^a   Franchini, M ^a   Alvisi, S ^a  

^a UNIVERSITY OF FERRARA   (Italy)

Author keywords

Multi objective algorithm; Pressure driven; System reliability; Valves; Water distribution systems

Indexed keywords

COMPUTATION TIME; ECONOMIC BURDEN; GLOBAL VARIABLES; HYDRAULIC SIMULATION; ISOLATION VALVES; MULTI OBJECTIVE ALGORITHM; MULTI-OBJECTIVE DESIGN; NETWORK SEGMENT; OPERATIONAL CONDITIONS; PRESSURE-DRIVEN; SYSTEM RELIABILITY; TOPOLOGICAL NETWORKS; WATER DEMAND; WEIGHTED AVERAGES;

ELECTRIC NETWORK TOPOLOGY; VALVES (MECHANICAL); WATER DISTRIBUTION SYSTEMS;

COMPUTER SIMULATION;

ALGORITHM; HYDRAULICS; MULTIOBJECTIVE PROGRAMMING; NETWORK ANALYSIS; RELIABILITY ANALYSIS; TOPOLOGY; WATER DEMAND;

EID: 84860881578     PISSN: 09204741     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11269-012-0018-0     Document Type: Article

References (31)

1. Alvisi S, Franchini M (2009) Multiobjective optimization of rehabilitation and leakage detection scheduling in water distribution systems. Journal of Water Resources Planning and Management 135(6): 426-439.
2. Alvisi S, Creaco E, Franchini M (2011) Segment identification in water distribution systems. Urban Water Journal 8(4): 203-217.
3. Aoki Y (1998) Flow analysis considering pressure. In: Proceedings of the 49th National Meeting on Waterworks, Japan Water Work Association, Japan, 262-263.
4. Creaco E, Franchini M, Alvisi S (2010) Optimal placement of isolation valves in water distribution systems based on valve cost and weighted average demand shortfall. Water Resources Management 24: 4317-4338.
5. Creaco E, Alvisi S, Franchini M (2011) A new fast method for segment identification in water distribution systems. In: ASCE Conference Proceedings, doi: 10. 1061/41203(425)22.
6. Deb K, Pratap A, Agarwal S, Meyarivan T (2002) A fast and elitist multiobjective genetic algorithm: NSGA-II. IEEE Trans Evol Comput 6(2): 182-197.
7. Giustolisi O, Savic D (2010) Identification of segments and optimal isolation valve system design in water distribution networks. Urban Water 7(1): 1-15.
8. Giustolisi O, Savic D, Kapelan Z (2008) Pressure-driven demand and leakage simulation for water distribution networks. J Hydraul Eng 134(5): 626-635.
9. Hashimoto T, Loucks DP, Stedinger J (1982) Reliability, resilience and vulnerability for water resources system performance evaluation. Water Resour Res 18(1): 14-20.
10. Jun H, Loganathan GV (2007) Valve-controlled segments in water distribution systems. Journal of Water Resources Planning and Management 133(2): 145-155.
11. Jun H, Loganathan GV, Kim JH, Park S (2008) Identifying pipes and valves of high importance for efficient operation and maintenance of water distribution systems. Water Resources Management 22: 719-736.
12. Kao J-J, Li P-H (2007) A segment-based optimization model for water pipeline replacement. J Am Water Works Assoc 99(7): 83-95.
13. Kjeldsen TR, Rosbjerg D (2004) Choice of reliability, resilience and vulnerability estimators for risk assessments of water resources systems. Hydrological Science Journal 49(5): 755-767.
14. Kleiner Y, Rajani B (2001) Comprehensive review of structural deterioration of water mains: statistical models. Urban Water 3(3): 131-150.
15. Kleiner Y, Rajani B (2002) Forecasting variations and trends in water main breaks. J Infrastructure Systems 8(4): 122-131.
16. Kuo CL, Hsu NS (2011) An optimization model for crucial key pipes and mechanical reliability: a case study on a water distribution system in Taiwan. Water Resources Management 25: 763-775.
17. Le Gat Y, Eisenbeis P (2000) Using maintenance records to forecast failures in water networks. Urban Water 2(3): 173-181.
18. Liberatore S, Sechi GM (2009) Location and calibration of valves in water distribution networks using a scatter-search meta-heuristic approach. Water Resources Management 24(1): 139-156.
19. Martínez-Rodríguez JB, Montalvo I, Izquierdo J, Pérez-García R (2011) Reliability and tolerance comparison in water supply networks. Water Resources Management 25: 1437-1448.
20. Ramos HM, Loureiro D, Lopes A, Fernandes C, Covas D, Reis LF, Cunha MC (2010) Evaluation of chlorine decay in drinking water systems for different flow conditions: From theory to practice. Water Resources Management 24(4): 815-834.
21. Systems B (2006) WaterGEMS. Bentley Systems, Exton.
22. Tanymboh TT, Tabesh M, Burrow R (2001) Appraisal of source head methods for calculating reliability of water distribution networks. Journal of Water Resources Planning and Management 127(4): 206-213.
23. Todini E (2000) Looped water distribution networks design using a resilience index based heuristic approach. Urban Water 2: 115-122.
24. 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), A. A. Balkema Publishers, Lisse, The Netherlands, pp. 173-184.
25. Todini E, Pilati S (1988) A gradient algorithm for the analysis of pipe networks. In: Computer Application in Water Supply, Coulbeck B, and Choun-Hou O (eds), Vol I-System Analysis and Simulation. John Wiley & Sons: London, pp 1-20.
26. Wagner JM, Shamir U, Marks DH (1988a) Water distribution reliability: analytical methods. Journal of Water Resources Planning and Management 114(3): 253-274.
27. Wagner JM, Shamir U, Marks DH (1988b) Water distribution reliability: simulation methods. Journal of Water Resources Planning and Management 114(3): 276-293.
28. Walski TM (1993a) Practical aspects of providing reliability in water distribution systems: the reliability of water distribution systems. Reliability Engineering & Systems Safety 42(1): 13-19.
29. Walski TM (1993b) Water distribution valve topology for reliability analysis: the reliability of water distribution systems. Reliability Engineering & Systems Safety 42(1): 21-27.
30. Walski M, Chase D, Savic D, Grayman W, Beckwith S, Koelle E (2003) Advanced water distribution modeling and management. Haestad Press, Waterbury CT.
31. Walski TM, Weiler JS, and Culver T (2006) Using criticality analysis to identify impact of valve location. In: Proceedings of 8th Annual Water Distribution Systems Analysis Symposium, Cincinnati, Ohio, USA, August 27-30, 2006.