메뉴 건너뛰기




Volumn 136, Issue 11, 2010, Pages 889-900

Considering actual pipe connections in water distribution network analysis

Author keywords

Algorithms; Network analysis; Pipe networks; Simulation; Water distribution systems; Water pipelines

Indexed keywords

CONVERGENCE PROPERTIES; ENERGY BALANCE EQUATIONS; GRADIENT ALGORITHM; HEAD LOSS; HYDRAULIC RESISTANCES; NETWORK ANALYSIS; NETWORK SIMULATION; NETWORK TOPOLOGY; NODAL DEMANDS; PIPE NETWORKS; SIMULATION; TERMINAL NODES; TEST NETWORK; WATER DISTRIBUTION NETWORKS; WATER DISTRIBUTIONS;

EID: 77957946827     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000266     Document Type: Article
Times cited : (39)

References (24)
  • 1
    • 0029415833 scopus 로고
    • Hydraulic network simplification
    • JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1995)121:3(235)
    • Anderson E.J. Al-Jamal K.H. Hydraulic network simplification. J. Water Resour. Plann. Manage. 1995, 121(3):235-240. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1995)121:3(235)
    • (1995) J. Water Resour. Plann. Manage. , vol.121 , Issue.3 , pp. 235-240
    • Anderson, E.J.1    Al-Jamal, K.H.2
  • 2
    • 77957971214 scopus 로고
    • Water network equilibrium variational formulation and comparison of numerical algorithms
    • 1, Wiley, New York.
    • Carpentier P. Cohen G. Hamam Y. Water network equilibrium variational formulation and comparison of numerical algorithms. Computer application in water supply 1987, and 1, Wiley, New York.
    • (1987) Computer application in water supply
    • Carpentier, P.1    Cohen, G.2    Hamam, Y.3
  • 3
    • 0039588616 scopus 로고
    • Solving the pipe network analysis problem using optimization techniques
    • MSCIAM, 0025-1909, 10.1287/mnsc.24.7.747
    • Collins M. Cooper L. Helgason R. Kenningston J. LeBlanc L. Solving the pipe network analysis problem using optimization techniques. Manage. Sci. 1978, 24(7):747-760. MSCIAM, 0025-1909, 10.1287/mnsc.24.7.747
    • (1978) Manage. Sci. , vol.24 , Issue.7 , pp. 747-760
    • Collins, M.1    Cooper, L.2    Helgason, R.3    Kenningston, J.4    LeBlanc, L.5
  • 4
    • 0003276495 scopus 로고
    • Analysis of flow in networks of conduits or conductors
    • Univ. of Illinois Engineering Experimental Station, Urbana, Ill..
    • Cross H. Analysis of flow in networks of conduits or conductors. Bulletin no. 286 1936, 1-29. Univ. of Illinois Engineering Experimental Station, Urbana, Ill.
    • (1936) Bulletin no. 286 , pp. 1-29
    • Cross, H.1
  • 5
    • 0002093384 scopus 로고
    • Efficient code for steady-state flows in networks
    • JYCEAJ, 0044-796X
    • Epp R. Fowler A.G. Efficient code for steady-state flows in networks. J. Hydr. Div. 1970, 96(11):3-56. JYCEAJ, 0044-796X
    • (1970) J. Hydr. Div. , vol.96 , Issue.11 , pp. 3-56
    • Epp, R.1    Fowler, A.G.2
  • 6
    • 41049104883 scopus 로고    scopus 로고
    • An algorithm for automatic detection of topological changes in water distribution networks
    • JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2008)134:4(435)
    • Giustolisi O. Kapelan Z. Savic D.A. An algorithm for automatic detection of topological changes in water distribution networks. J. Hydraul. Eng. 2008a, 134(4):435-446. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2008)134:4(435)
    • (2008) J. Hydraul. Eng. , vol.134 , Issue.4 , pp. 435-446
    • Giustolisi, O.1    Kapelan, Z.2    Savic, D.A.3
  • 8
    • 42449093808 scopus 로고    scopus 로고
    • Pressure-driven demand and leakage simulation for water distribution networks
    • JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2008)134:5(626)
    • Giustolisi O. Savic D.A. Kapelan Z. Pressure-driven demand and leakage simulation for water distribution networks. J. Hydraul. Eng. 2008c, 134(5):626-635. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2008)134:5(626)
    • (2008) J. Hydraul. Eng. , vol.134 , Issue.5 , pp. 626-635
    • Giustolisi, O.1    Savic, D.A.2    Kapelan, Z.3
  • 9
    • 68149163729 scopus 로고    scopus 로고
    • Pipe hydraulic resistance correction in WDN analysis
    • URWAFE, 1462-0758, 10.1080/15730620802541623
    • Giustolisi O. Todini E. Pipe hydraulic resistance correction in WDN analysis. Urban Water 2009, 6(1):39-52. URWAFE, 1462-0758, 10.1080/15730620802541623
    • (2009) Urban Water , vol.6 , Issue.1 , pp. 39-52
    • Giustolisi, O.1    Todini, E.2
  • 10
    • 0006666912 scopus 로고
    • Hybrid method for the solution of piping networks
    • IEEPAD, 0018-9219, and ( 1607-.
    • Hamam Y.M. Brammeler A. Hybrid method for the solution of piping networks. Proc. IEEE 1971, 118(11):1612. IEEPAD, 0018-9219, and ( 1607-.
    • (1971) Proc. IEEE , vol.118 , Issue.11 , pp. 1612
    • Hamam, Y.M.1    Brammeler, A.2
  • 11
    • 0023982150 scopus 로고
    • Schematic models for distribution systems design: I. Combination concept
    • JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1988)114:2(129)
    • Hamberg D. Shamir U. Schematic models for distribution systems design: I. Combination concept. J. Water Resour. Plann. Manage. 1988, 114(2):129-140. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1988)114:2(129)
    • (1988) J. Water Resour. Plann. Manage. , vol.114 , Issue.2 , pp. 129-140
    • Hamberg, D.1    Shamir, U.2
  • 12
    • 0019044246 scopus 로고
    • Linear theory method for pipe network analysis
    • JYCEAJ, 0044-796X
    • Isaacs L.T. Mills K.G. Linear theory method for pipe network analysis. J. Hydr. Div. 1980, 106(7):1191-2001. JYCEAJ, 0044-796X
    • (1980) J. Hydr. Div. , vol.106 , Issue.7 , pp. 1191-2001
    • Isaacs, L.T.1    Mills, K.G.2
  • 13
    • 0015299730 scopus 로고
    • Graph-theoretic models for pipe network analysis
    • JYCEAJ, 0044-796X
    • Kesavan H.K. Chandrashekar M. Graph-theoretic models for pipe network analysis. J. Hydr. Div. 1972, 98(2):345-364. JYCEAJ, 0044-796X
    • (1972) J. Hydr. Div. , vol.98 , Issue.2 , pp. 345-364
    • Kesavan, H.K.1    Chandrashekar, M.2
  • 14
    • 0000043494 scopus 로고
    • The application of Newton's method to network analysis by digital computers
    • JIWMEZ, 1360-4015
    • Martin D.W. Peters G. The application of Newton's method to network analysis by digital computers. J. Inst. Water Eng. 1963, 17:115-129. JIWMEZ, 1360-4015
    • (1963) J. Inst. Water Eng. , vol.17 , pp. 115-129
    • Martin, D.W.1    Peters, G.2
  • 16
    • 1642514167 scopus 로고
    • Modeling the behavior of a network-Hydraulic analysis and a sampling procedure for estimating the parameters
    • Ph.D. thesis, Univ. of Bordeaux I, Bordeaux, France.
    • Piller O. Modeling the behavior of a network-Hydraulic analysis and a sampling procedure for estimating the parameters. 1995, Ph.D. thesis, Univ. of Bordeaux I, Bordeaux, France.
    • (1995)
    • Piller, O.1
  • 18
    • 0003085634 scopus 로고
    • Water distribution network analysis
    • JYCEAJ, 0044-796X
    • Shamir U. Howard C.D. D. Water distribution network analysis. J. Hydr. Div. 1968, 94(1):219-234. JYCEAJ, 0044-796X
    • (1968) J. Hydr. Div. , vol.94 , Issue.1 , pp. 219-234
    • Shamir, U.1    Howard, C.D.D.2
  • 19
    • 0000043665 scopus 로고
    • Solution of incorrectly formulated problems and the regularization method
    • DANKAS, 0002-3264.
    • Tikhonov A.N. Solution of incorrectly formulated problems and the regularization method. Dokl. Akad. Nauk SSSR 1963, 151:501-504. DANKAS, 0002-3264.
    • (1963) Dokl. Akad. Nauk SSSR , vol.151 , pp. 501-504
    • Tikhonov, A.N.1
  • 20
    • 0342992950 scopus 로고
    • Un metodo del gradiente per la verifica delle reti idrauliche
    • (A gradient method for the solution of hydraulic networks). (in Italian).
    • Todini E. Un metodo del gradiente per la verifica delle reti idrauliche. Bollettino degli Ingegneri della Toscana 1979, 11:11-14. (A gradient method for the solution of hydraulic networks). (in Italian).
    • (1979) Bollettino degli Ingegneri della Toscana , vol.11 , pp. 11-14
    • Todini, E.1
  • 21
    • 0039810627 scopus 로고
    • A gradient method for the solution of looped pipe networks
    • Wiley, New York.
    • Todini E. Pilati S. A gradient method for the solution of looped pipe networks. Proc Computer Applications in Water Supply 1988, 1:1-20. and Wiley, New York.
    • (1988) Proc., Computer Applications in Water Supply , vol.1 , pp. 1-20
    • Todini, E.1    Pilati, S.2
  • 22
    • 0040403177 scopus 로고    scopus 로고
    • Simplification of water distribution network models
    • Balkema, Rotterdam, 493-.
    • Ulanicki B. Zehnpfund A. Martínez F. Simplification of water distribution network models. Proc Hydroinformatics '96 1996, 500. and Balkema, Rotterdam, 493-.
    • (1996) Proc., Hydroinformatics '96 , pp. 500
    • Ulanicki, B.1    Zehnpfund, A.2    Martínez, F.3
  • 23
    • 0015376062 scopus 로고
    • Hydraulic network analysis using linear theory
    • JYCEAJ, 0044-796X
    • Wood D.J. Charles C.O. A. Hydraulic network analysis using linear theory. J. Hydr. Div. 1972, 98(7):1157-1170. JYCEAJ, 0044-796X
    • (1972) J. Hydr. Div. , vol.98 , Issue.7 , pp. 1157-1170
    • Wood, D.J.1    Charles, C.O.A.2
  • 24
    • 0019632265 scopus 로고
    • Reliability of algorithms for pipe network analysis
    • JYCEAJ, 0044-796X
    • Wood D.J. Rayes A.G. Reliability of algorithms for pipe network analysis. J. Hydr. Div. 1981, 107(10):1145-1161. JYCEAJ, 0044-796X
    • (1981) J. Hydr. Div. , vol.107 , Issue.10 , pp. 1145-1161
    • Wood, D.J.1    Rayes, A.G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.