메뉴 건너뛰기




Volumn 135, Issue 1, 2009, Pages 13-22

Extended global-gradient algorithm for pressure-dependent water distribution analysis

Author keywords

Hydraulic models; Water distribution systems; Water pressure

Indexed keywords

CRITICALITY (NUCLEAR FISSION); ELECTRIC POWER DISTRIBUTION; HYDRAULIC MODELS; HYDRAULIC STRUCTURES; HYDRAULICS; PIPE; TERNARY SYSTEMS; WATER DISTRIBUTION SYSTEMS; WATER PIPING SYSTEMS; WATER SUPPLY; WATER SUPPLY SYSTEMS; WATERWORKS;

EID: 57949113352     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9496(2009)135:1(13)     Document Type: Article
Times cited : (96)

References (20)
  • 2
    • 33645827157 scopus 로고    scopus 로고
    • "Solution for water distribution systems under pressure-deficient conditions"
    • JWRMD50733-949610.1061/(ASCE)0733-9496(2006)132:3(175)
    • Ang, W. H., and Jowitt, P. W. (2006). "Solution for 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.
    • (2006) J. Water Resour. Plann. Manage. , vol.132 , Issue.3 , pp. 175-182
    • Ang, W.H.1    Jowitt, P.W.2
  • 3
    • 57949100286 scopus 로고
    • "Node flow analysis of water distribution system"
    • TPEJAN0569-7891
    • Bhave, P. R. (1981). "Node flow analysis of water distribution system." Transp. Engrg. J. TPEJAN0569-7891, 107(4), 1119-1137.
    • (1981) Transp. Engrg. J. , vol.107 , Issue.4 , pp. 1119-1137
    • Bhave, P.R.1
  • 4
    • 0021488948 scopus 로고
    • "Bounds on expected performance of networks with links subjected to failure"
    • ZZZZZZ8756-8543
    • Carey, M., and Hendrickson, C. (1984). "Bounds on expected performance of networks with links subjected to failure." Networks ZZZZZZ8756-8543, 14(3), 435-456.
    • (1984) Networks , vol.14 , Issue.3 , pp. 435-456
    • Carey, M.1    Hendrickson, C.2
  • 5
    • 0026131120 scopus 로고
    • "Realistic simulation of water distribution system"
    • JTPEDI0733-947X10.1061/(ASCE)0733-947X(1991)117:2(258)
    • 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.
    • (1991) J. Transp. Eng. , vol.117 , Issue.2 , pp. 258-263
    • Chandapillai, J.1
  • 6
    • 0025428893 scopus 로고
    • "Algorithm for reliability-based optimal design of water networks"
    • JOEEDU0733-937210.1061/(ASCE)0733-9372(1990)116:3(575)
    • Fujiwara, O., and De Silva, A. (1990). "Algorithm for reliability-based optimal design of water networks." J. Environ. Eng. JOEEDU0733-937210.1061/(ASCE)0733-9372(1990)116:3(575), 116(3), 575-587.
    • (1990) J. Environ. Eng. , vol.116 , Issue.3 , pp. 575-587
    • Fujiwara, O.1    De Silva, A.2
  • 7
    • 0030151413 scopus 로고    scopus 로고
    • "Comparison methods for predicting deficient-network performance"
    • JWRMD50733-949610.1061/(ASCE)0733-9496(1996)122:3(214)
    • Gupta, R., and Bhave, P. R. (1996). "Comparison methods for predicting deficient-network performance." J. Water Resour. Plann. Manage. JWRMD50733-949610.1061/(ASCE)0733-9496(1996)122:3(214), 122(3), 214-217.
    • (1996) J. Water Resour. Plann. Manage. , vol.122 , Issue.3 , pp. 214-217
    • Gupta, R.1    Bhave, P.R.2
  • 9
    • 0027334063 scopus 로고
    • "Reliability-constrained minimum cost design of water distribution nets"
    • JWRMD50733-949610.1061/(ASCE)0733-9496(1993)119:1(83)
    • Park, H., and Liebman, J. C. (1993). "Reliability-constrained minimum cost design of water distribution nets." J. Water Resour. Plann. Manage. JWRMD50733-949610.1061/(ASCE)0733-9496(1993)119:1(83), 119(1), 83-98.
    • (1993) J. Water Resour. Plann. Manage. , vol.119 , Issue.1 , pp. 83-98
    • Park, H.1    Liebman, J.C.2
  • 10
    • 0003808063 scopus 로고    scopus 로고
    • Drinking Water Research Division, Risk Reduction Engineering Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Cincinnati
    • Rossman, L. A. (2000). EPANET2 users' manual, Drinking Water Research Division, Risk Reduction Engineering Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Cincinnati.
    • (2000) EPANET2 Users' Manual
    • Rossman, L.A.1
  • 11
    • 57949112585 scopus 로고
    • "Computer modeling of water supply distribution network using the gradient method"
    • Ph.D. thesis, Univ. of Newcastle upon Tyne, U.K
    • Salgado-Castro, R. O. (1988). "Computer modeling of water supply distribution network using the gradient method." Ph.D. thesis, Univ. of Newcastle upon Tyne, U.K.
    • (1988)
    • Salgado-Castro, R.O.1
  • 12
    • 39549111068 scopus 로고    scopus 로고
    • "A unified view on the different looped pipe network analysis algorithms"
    • P. Powell and K. S. Hindi, eds., Research Study Press Ltd., Hertfordshire, U.K
    • Todini, E. (1999). "A unified view on the different looped pipe network analysis algorithms." Computing and control for the water industry, P. Powell and K. S. Hindi, eds., Research Study Press Ltd., Hertfordshire, U.K., 63-80.
    • (1999) Computing and Control for the Water Industry , pp. 63-80
    • Todini, E.1
  • 15
    • 40549104959 scopus 로고    scopus 로고
    • "Steady state analysis of pipe networks considering reduction of outflow in the case of low water pressures"
    • B. Coulbeck, and J. P. Rance, eds
    • Udo, A., and Ozawa, T. (2001). "Steady state analysis of pipe networks considering reduction of outflow in the case of low water pressures." Water software systems: Theory and applications, Vol. 1, B. Coulbeck, and J. P. Rance, eds., 173-182.
    • (2001) Water Software Systems: Theory and Applications , vol.1 , pp. 173-182
    • Udo, A.1    Ozawa, T.2
  • 16
    • 0024011630 scopus 로고
    • "Water distribution reliability: Simulation methods"
    • JWRMD50733-9496
    • 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.
    • (1988) J. Water Resour. Plann. Manage. , vol.114 , Issue.3 , pp. 276-294
    • Wagner, J.M.1    Shamir, U.2    Marks, D.H.3
  • 17
    • 0027882649 scopus 로고
    • "Water distribution valve topology"
    • RESSEP0951-832010.1016/0951-8320(93)90051-Y
    • Walski, T. M. (1993). "Water distribution valve topology." Reliab. Eng. Syst. Saf. RESSEP0951-832010.1016/0951-8320(93)90051-Y, 42(1), 21-27.
    • (1993) Reliab. Eng. Syst. Saf. , vol.42 , Issue.1 , pp. 21-27
    • Walski, T.M.1
  • 18
    • 36348980941 scopus 로고    scopus 로고
    • "Discussion on 'Solution for water distribution systems under pressure-deficient conditions' by Ang and Jowitt"
    • JWRMD50733-949610.1061/(ASCE)0733-9496(2007)133:6(567)
    • Wu, Z. Y. (2007). "Discussion on 'Solution for water distribution systems under pressure-deficient conditions' by Ang and Jowitt." J. Water Resour. Plann. Manage. JWRMD50733-949610.1061/ (ASCE)0733-9496(2007)133:6(567), 133(6), 567-568.
    • (2007) J. Water Resour. Plann. Manage. , vol.133 , Issue.6 , pp. 567-568
    • Wu, Z.Y.1
  • 19
    • 77953329681 scopus 로고    scopus 로고
    • "Pressure dependent hydraulic modelling for water distribution systems under abnormal conditions"
    • Wu, Z. Y., and Walski, T. M. (2006). "Pressure dependent hydraulic modelling for water distribution systems under abnormal conditions." Proc., 5th IWA World Water Congress (CD-ROM).
    • (2006) Proc., 5th IWA World Water Congress (CD-ROM)
    • Wu, Z.Y.1    Walski, T.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.