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Volumn 342, Issue , 2009, Pages 5717-5725

Reliability based design of water distribution network (wdn) considering the reliability of nodal pressures

Author keywords

[No Author keywords available]

Indexed keywords

CRITICAL NODE; DECISION MAKERS; DECISION VARIABLES; DISCRETE DOMAINS; EFFICIENCY FACTOR; HONEY-BEE MATING OPTIMIZATION; MAXIMUM RELIABILITY; MINIMIZATION OF COSTS; NODAL DEMANDS; NODAL PRESSURES; OPERATIONAL PERIODS; RELIABILITY BASED DESIGN; RIGID CONSTRAINT; SYSTEM COSTS; WATER DISTRIBUTION NETWORKS;

EID: 70350152717     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41036(342)579     Document Type: Conference Paper
Times cited : (3)

References (12)
  • 1
    • 0017634827 scopus 로고
    • Design of optimal water distribution systems
    • Alperovits, E. and Shamir, U. (1977). "Design of optimal water distribution systems." Water Resour. Res., 1977, 13(6), 885-900.
    • (1977) Water Resour. Res , vol.13 , Issue.6 , pp. 885-900
    • Alperovits, E.1    Shamir, U.2
  • 2
    • 33747621841 scopus 로고    scopus 로고
    • Honey-bee mating optimization (HBMO) algorithm: A new heuristic approach for water resources optimization
    • Bozorg Haddad, O., Afshar, A. and M. A. Mariño. (2006). "Honey-bee mating optimization (HBMO) algorithm: A new heuristic approach for water resources optimization" Water Resour. Manage., 20, 661-680.
    • (2006) Water Resour. Manage , vol.20 , pp. 661-680
    • Bozorg Haddad, O.1    Afshar, A.2    Mariño, M.A.3
  • 3
    • 0344993976 scopus 로고    scopus 로고
    • Water distribution network design optimization: Simulated annealing approach
    • Cunha, M. C. and Sousa, J. (1999) "Water distribution network design optimization: simulated annealing approach." J. Water Resour. Plan. Manage, 125(4), 215-221.
    • (1999) J. Water Resour. Plan. Manage , vol.125 , Issue.4 , pp. 215-221
    • Cunha, M.C.1    Sousa, J.2
  • 4
    • 19044394093 scopus 로고    scopus 로고
    • Trade-off between total cost and reliability for anytown water distribution network
    • Farmani, R., Walters, G. A., and Savic, D. (2005). "Trade-off between total cost and reliability for anytown water distribution network." J. Water Resour. Plan. Manage., 131(3), 161-171.
    • (2005) J. Water Resour. Plan. Manage , vol.131 , Issue.3 , pp. 161-171
    • Farmani, R.1    Walters, G.A.2    Savic, D.3
  • 5
    • 33646268618 scopus 로고    scopus 로고
    • Optimal cost design of water distribution networks using harmony search
    • Geem, Z. W. (2006). "Optimal cost design of water distribution networks using harmony search." J. Eng. Optimiz. 38(3). 259-280.
    • (2006) J. Eng. Optimiz , vol.38 , Issue.3 , pp. 259-280
    • Geem, Z.W.1
  • 6
    • 0025382957 scopus 로고
    • Reliability constrained pipe networks model
    • Goulter, I. C., & Bouchart, F. (1990). "Reliability constrained pipe networks model." J. Hydraulic Engineering ASCE, 116(2), 221-229.
    • (1990) J. Hydraulic Engineering ASCE , vol.116 , Issue.2 , pp. 221-229
    • Goulter, I.C.1    Bouchart, F.2
  • 7
    • 22944492690 scopus 로고    scopus 로고
    • Optimal maintenance policy and fund allocation in water distribution Networks
    • H. T. Luong and N. N. Nagarur. (2005). "Optimal maintenance policy and fund allocation in water distribution Networks." J. Water Resour. Plan. Manage., 131 (4), 299-306.
    • (2005) J. Water Resour. Plan. Manage , vol.131 , Issue.4 , pp. 299-306
    • Luong, H.T.1    Nagarur, N.N.2
  • 8
    • 0030427004 scopus 로고    scopus 로고
    • Review of reliability analysis of water distribution systems. In Tikle, Goulter, Xu, Wasimi, & Bouchart (Eds.)
    • 96
    • Mays, L. W., (1996). "Review of reliability analysis of water distribution systems. In Tikle, Goulter, Xu, Wasimi, & Bouchart (Eds.)," Stochastic hydraulics, (96), 53-62.
    • (1996) Stochastic hydraulics , pp. 53-62
    • Mays, L.W.1
  • 9
    • 0031103928 scopus 로고    scopus 로고
    • Genetic algorithms for least-cost design of water distribution networks
    • Savic, D. A. and Walters, G. A. (1997) "Genetic algorithms for least-cost design of water distribution networks." J. Water Resour. Plan. Manage., 123(2), 67-77.
    • (1997) J. Water Resour. Plan. Manage , vol.123 , Issue.2 , pp. 67-77
    • Savic, D.A.1    Walters, G.A.2
  • 10
    • 0039810629 scopus 로고    scopus 로고
    • Evolutionary algorithm for determining optimal layout of water distribution networks
    • Stanic, M., Avakumovic, D., & Kapelan, Z., (1998). "Evolutionary algorithm for determining optimal layout of water distribution networks." Hydroinformatics 98, 901-908.
    • (1998) Hydroinformatics , vol.98 , pp. 901-908
    • Stanic, M.1    Avakumovic, D.2    Kapelan, Z.3
  • 11
    • 0040362344 scopus 로고    scopus 로고
    • Looped water distribution networks design using a resilience index based heuristic Approach
    • Todini, E. (2000). "Looped water distribution networks design using a resilience index based heuristic Approach." Urban Water, 2(3), 115-122.
    • (2000) Urban Water , vol.2 , Issue.3 , pp. 115-122
    • Todini, E.1
  • 12
    • 85001574661 scopus 로고    scopus 로고
    • The wrong paradigm-Why water distribution optimization doesn't work
    • Walski, T. M. (2001). "The wrong paradigm-Why water distribution optimization doesn't work." J. Water Resour. Plan. Manage., 127(4), 203-205.
    • (2001) J. Water Resour. Plan. Manage , vol.127 , Issue.4 , pp. 203-205
    • Walski, T.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.