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Volumn 123, Issue 4, 1997, Pages 381-388

Optimal design of water distribution systems using an NLP method

Author keywords

[No Author keywords available]

Indexed keywords

NETWORK; PIPELINE; WATER DISTRIBUTION;

EID: 0031468633     PISSN: 07339372     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9372(1997)123:4(381)     Document Type: Article
Times cited : (70)

References (15)
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  • 2
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  • 4
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    • A modified linear programming gradient method for optimal design of looped water distribution networks
    • Fujiwara, O., Jenchaimahakoon, B., and Edirisinghe, N. C. P. (1987). "A modified linear programming gradient method for optimal design of looped water distribution networks." Water Resour. Res., 23(6), 977-982.
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    • Fujiwara, O.1    Jenchaimahakoon, B.2    Edirisinghe, N.C.P.3
  • 5
    • 0025050302 scopus 로고
    • A two-phase decomposition method for optimal design of looped water distribution networks
    • Fujiwara, O., and Khang, D. B. (1990). "A two-phase decomposition method for optimal design of looped water distribution networks." Water Resour. Res., 26(4), 539-549.
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    • Fujiwara, O.1    Khang, D.B.2
  • 6
    • 84944831888 scopus 로고
    • Correction to a two-phase decomposition method for optimal design of looped water distribution networks
    • Fujiwara, O., and Khang, D. B. (1991). "Correction to a two-phase decomposition method for optimal design of looped water distribution networks." Water Resour. Res., 27(5), 985-986.
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    • Fujiwara, O.1    Khang, D.B.2
  • 7
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    • Loop equations with unknown pipe characteristics
    • ASCE
    • Gofman, E., and Rodeh, M. (1981). "Loop equations with unknown pipe characteristics." J. Hydr. Div., ASCE, 107(9), 1047-1068.
    • (1981) J. Hydr. Div. , vol.107 , Issue.9 , pp. 1047-1068
    • Gofman, E.1    Rodeh, M.2
  • 8
    • 0015299730 scopus 로고
    • Graph-theoretic model for pipe network analysis
    • ASCE
    • Kesavan, H. K., and Chandrasekhar, M. (1972). "Graph-theoretic model for pipe network analysis." J. Hydr. Div., ASCE, 98(2), 345-363.
    • (1972) J. Hydr. Div. , vol.98 , Issue.2 , pp. 345-363
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  • 9
    • 84953024294 scopus 로고
    • Decomposition technique for optimal design of water supply networks
    • Kessler, A., and Shamir, U. (1991). "Decomposition technique for optimal design of water supply networks." Engrg. Optimization, 17(1), 1-19.
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  • 10
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    • ASCE
    • Lansey, K. E., and Mays, L. W. (1989). "Optimization model for water distribution system design." J. Hydr. Engrg., ASCE, 115(10), 1401-1418.
    • (1989) J. Hydr. Engrg. , vol.115 , Issue.10 , pp. 1401-1418
    • Lansey, K.E.1    Mays, L.W.2
  • 11
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    • Optimal urban water distribution design
    • Morgan, D. R., and Goulter, I. C. (1985). "Optimal urban water distribution design." Water Resour. Res., 21(5), 642-652.
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  • 13
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    • ASCE
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    • Quindry, G.1    Brill, E.D.2    Liebman, J.C.3
  • 14
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  • 15
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    • (1992) Pipeline Systems
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.