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    Closure to “<i>Quantitative Approaches to Reliability Assessment in Pipe Networks</i>” by I. C. Goulter and A. V. Coals (May, 1986, Vol. 112, No. 3) 

    Source: Journal of Transportation Engineering, Part A: Systems:;1987:;Volume ( 113 ):;issue: 005
    Author(s): I. C. Goulter
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Governmental Priorities in Irrigation Project Selection in Indonesia</i>” by Sutardi and I. C. Goulter (May/June, 1993, Vol. 119, No. 3) 

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 006
    Author(s): I. C. Goulter
    Publisher: American Society of Civil Engineers
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    Governmental Priorities in Irrigation Project Selection in Indonesia 

    Source: Journal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Sutardi; I. C. Goulter
    Publisher: American Society of Civil Engineers
    Abstract: Irrigation development in Indonesia is directed at both traditional economic efficiency objectives and socioeconomic objectives related to self‐sufficiency in rice production, improved income to individual farmers, and the ...
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    Systems Analysis in Water‐Distribution Network Design: From Theory to Practice 

    Source: Journal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 003
    Author(s): I. C. Goulter
    Publisher: American Society of Civil Engineers
    Abstract: Review of the use of system‐analysis techniques, and in particular optimization, to design water‐distribution networks reveals that in spite of the considerable development of models in the literature they have not been ...
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    Closure to “<i>Systems Analysis in Water‐Distribution Network Design From Theory to Practice</i>” by I. C. Goulter (May/June, 1992, Vol. 118, No. 3) 

    Source: Journal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 006
    Author(s): I. C. Goulter
    Publisher: American Society of Civil Engineers
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    Evolution Program for Design of Rectilinear Branched Networks 

    Source: Journal of Computing in Civil Engineering:;1995:;Volume ( 009 ):;issue: 002
    Author(s): J. W. Davidson; I. C. Goulter
    Publisher: American Society of Civil Engineers
    Abstract: A new algorithm for designing the layout of rectilinear branched distribution networks is presented in this paper. The algorithm uses a binary solution-coding scheme that is similar to the type commonly used in genetic ...
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    Water‐Distribution GIS from Fragmented and Incomplete Information 

    Source: Journal of Computing in Civil Engineering:;1993:;Volume ( 007 ):;issue: 003
    Author(s): P. Jacobs; I. C. Goulter; J. Davidson
    Publisher: American Society of Civil Engineers
    Abstract: An approach to facilitate the development and verification of a geographic information system for managing a water‐distribution network data base is proposed. The approach, which was developed for use in reliability analysis ...
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    Model for Crop Allocation in Rural Floodplains 

    Source: Journal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 001
    Author(s): T. C. Hannan; I. C. Goulter
    Publisher: American Society of Civil Engineers
    Abstract: A model for rural land‐use allocation in terms of areas allocated to floodwater storage and types of crops grown is presented. The model integrates a dynamic programming formulation with a procedure for recognizing variation ...
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    Quantitative Approaches to Reliability Assessment in Pipe Networks 

    Source: Journal of Transportation Engineering, Part A: Systems:;1986:;Volume ( 112 ):;issue: 003
    Author(s): I. C. Goulter; A. V. Coals
    Publisher: American Society of Civil Engineers
    Abstract: Two quantitative approaches to the incorporation of reliability measures in the least‐cost design of looped water distribution networks are developed and assessed. Both approaches begin by obtaining an “optimal” layout ...
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