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    Discussion of “Fuzzy Approach for Analysis of Pipe Networks” by Roberto Revelli and Luca Ridolfi 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 007
    Author(s): Chengchao Xu
    Publisher: American Society of Civil Engineers
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    Optimal Valve Control in Water‐Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Paul W. Jowitt; Chengchao Xu
    Publisher: American Society of Civil Engineers
    Abstract: The paper concerns the problem of minimization or leakage in water‐distributed networks. It has been reported that leakage from some networks may account for a significant amount of the water put into supply. For some aging ...
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    Predicting Pipe Failure Effects in Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 001
    Author(s): P. W. Jowitt; Chengchao Xu
    Publisher: American Society of Civil Engineers
    Abstract: A practical way of assessing the impact of various pipe failure conditions on water distribution networks is described. The method avoids the need to undertake a full network analysis or simulation for each particular ...
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    Closure to “<i>Predicting Pipe Failure Effects in Water Distribution Networks</i>” by P. W. Jowitt and Chengchao Xu (January/February, 1993, Vol. 119, No. 1) 

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 003
    Author(s): P. W. Jowitt; Chengchao Xu
    Publisher: American Society of Civil Engineers
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    Reliability-Based Optimal Design of Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;1999:;Volume ( 125 ):;issue: 006
    Author(s): Chengchao Xu; Ian C. Goulter
    Publisher: American Society of Civil Engineers
    Abstract: A new approach for reliability-based optimization of water distribution networks is presented. The approach is capable of recognizing the uncertainty in nodal demands and pipe capacity as well as the effects of mechanical ...
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    Probabilistic Model for Water Distribution Reliability 

    Source: Journal of Water Resources Planning and Management:;1998:;Volume ( 124 ):;issue: 004
    Author(s): Chengchao Xu; Ian C. Goulter
    Publisher: American Society of Civil Engineers
    Abstract: A two-stage methodology for assessment of reliability of water distribution networks recognizing uncertainties in nodal demands, pipe capacity, reservoir/tank levels, and availability of system components is proposed. In ...
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    Discussion of “<i>Entropy‐Based Redundancy Measures in Water‐Distribution Networks</i>” by Kofi Awumah, Ian Goulter, and Suresh K. Bhatt (May, 1991, Vol. 117, No. 5) 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author(s): Chengchao Xu; Paul W. Jowitt
    Publisher: American Society of Civil Engineers
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    Discussion and Closure: Optimization and Pipe-Sizing Decisions 

    Source: Journal of Water Resources Planning and Management:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Chengchao Xu; Ian C. Goulter; Thomas M. Walski
    Publisher: American Society of Civil Engineers
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    Reliability-Based Optimal Design of Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;2001:;Volume ( 127 ):;issue: 004
    Author(s): T. T. Tanyimboh; P. Kalungi; Chengchao Xu; Ian C. Goulter
    Publisher: American Society of Civil Engineers
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    Discussion and Closure: Reservoir Operating Rules with Fuzzy Programming 

    Source: Journal of Water Resources Planning and Management:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Suharyanto; Chengchao Xu; Ian C. Goulter; Samuel O. Russell; Paul F. Campbell
    Publisher: American Society of Civil Engineers
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