Effects of Pipe Roughness Uncertainty on Water Distribution Network Performance During its Operational Period

Water Resources Management

Volumn 27, Issue 5, 2013, Pages 1581-1599

  Seifollahi Aghmiuni, S ^a   Bozorg Haddad, Omid ^a   Omid, M H ^a   Marino M A ^b  

^a UNIVERSITY OF TEHRAN   (Iran)

^b Univ of California   (United States)

Author keywords

Efficiency; Monte Carlo simulation; Pipe roughness; Uncertainty; Water distribution network

Indexed keywords

EFFICIENCY; NETWORK PERFORMANCE; WATER PIPING SYSTEMS;

DESIGN METHODOLOGY; DESIGN PARAMETERS; DESIGN VARIABLES; OPERATIONAL PERIODS; PIPE ROUGHNESS; SOCIAL PROBLEMS; UNCERTAINTY; WATER DISTRIBUTION NETWORKS;

MONTE CARLO METHODS;

MONTE CARLO ANALYSIS; NUMERICAL MODEL; PERFORMANCE ASSESSMENT; PROBABILITY; UNCERTAINTY ANALYSIS; WATER SUPPLY; WATER USE EFFICIENCY;

EID: 84874273630     PISSN: 09204741     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11269-013-0259-6     Document Type: Article

References (22)

1. Alperovits A, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6): 885-900.
2. Bao Y, Mays LW (1990) Model for water distribution system reliability. J Hydraul Eng 116(9): 1119-1137.
3. Beygi S, Bozorg HaddadO, Fallah-Mehdipour E, and Mariño, MA (2013) "Bargaining models for optimal design of water distribution networks." J Water Resour Plan Manag, In Press.
4. Bozorg HaddadO, Adams BJ, Mariño MA (2008) "Optimum rehabilitation strategy of water distribution systems using the HBMO algorithm". J Water Supply Res Technol AQUA 57(5): 337-350.
5. Eusuff MM, Lansey KE (2003) "Optimization of water distribution network design using the shuffled frog leaping algorithm". J Water Resour Plan Manag ASCE 129(3): 210-225.
6. Fallah-Mehdipour E, Bozorg HaddadO, Beygi S, Mariño MA (2011) Effect of Utility Function Curvature of Young's Bargaining Method on the Design of WDNs. Water Resour Manag 25(9): 2197-2218.
7. Ghajarnia N, Bozorg HaddadO, Mariño MA (2011) Performance of a novel hybrid algorithm in the design of water networks. Proc Inst Civ Eng Water Manag 164(4): 173-191.
8. Hudson WD (1966) "Studies of distribution system capacity in seven cities." J Am Water Works Assoc, 157-164.
9. Kapelan Z, Savic DA, Walters GA (2005) Multiobjective design of water distribution systems under uncertainty. Water Resour Res 41(11): 11407-11415.
10. Lansey KE, Duan N, Mays LW, Tung YK (1989) Water distribution system design under uncertainties. J Water Resour Plan Manag 115(5): 630-645.
11. Luong HT, Nagarur NN (2001) Optimal replacement policy for single pipes in water distribution networks. Water Resour Res 37(12): 3285-3293.
12. Murray R, Janke R, and Uber JG (2004) "The threat ensemble vulnerability assessment (TEVA) program for drinking water distribution system security." Proceedings of World Water & Environmental Resources Congress, EWRI-ASCE, Reston, Va.
13. Nikjoofar A, Zarghami M (2013) "Water Distribution Networks Designing by the Multiobjective Genetic Algorithm and Game Theory." Meta-heuristics in Water, Geotechnical and Transport Engineering, 99-119.
14. Propato M, Uber JG (2004) Vulnerability of water distribution systems to pathogen intrusion: How effective is a disinfectant residual? Environ Sci Tech 38(13): 3713-3723.
15. Sabbaghpour S, Naghashzadehgan M, Javaherdeh K, Bozorg HaddadO (2012) HBMO algorithm for calibrating water distribution network of Langarud city. Water Sci Technol 65(9): 1564-1569.
16. Seifollahi-Aghmiuni S, Bozorg HaddadO, Omid MH, Mariño MA (2011) Long-term analysis of water distribution network's efficiency under demand uncertainty. Proc Inst Civ Eng Water Manag 164(3): 147-159.
17. Sharp WW, Walski TM (1988) Predicting internal roughness in water mains. J Am Water Works Assoc 80(11): 34-40.
18. Soltanjalili M, Bozorg-Haddad O, Mariño MA (2010) Effect of Breakage Level One in Design of Water Distribution Networks. Water Resour Manag 25(1): 311-337.
19. Soltanjalili M, Bozorg HaddadO, and Mariño MA (2013a) "Operating water distribution networks during water shortage conditions using hedging and intermittent water supply concepts." J Water Resour PlanManag, In Press.
20. Soltanjalili M, Bozorg HaddadO, Seifollahi-Aghmiuni S and Mariño MA (2013b) "Simulation of water distribution networks operation by optimization approaches." Water Sci Technol Water Supply, In Press.
21. Xu C, Goulter IC (1998) Probability model for water distribution reliability. J Water Resour Plan Manag 124(4): 218-228.
22. Xu C, Goulter IC (1999) Reliability based optimal design of water distribution networks. J Water Resour Plan Manag 125(6): 352-362.