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    Minimum‐Impact Modeling of Nonpoint‐Source Ground‐Water Pollution

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author:
    K. Hatfield
    ,
    N. Samani
    ,
    R. Noss
    DOI: 10.1061/(ASCE)0733-9437(1994)120:1(149)
    Publisher: American Society of Civil Engineers
    Abstract: A new nonpoint source pollution management model is presented and applied to ascertain scenarios of expanding residential/commercial land uses to minimize impacts on ground‐water quality. The model is a linear program (LP), which can relate distributions of regional ground‐water quality to corresponding development scenarios at optimality. This is achieved by including equations from a numerical steady‐state transport model in the LP constraint set. The model is applied to 1980 and projected conditions for a subarea of Cape Cod, Massachusetts. Elemental water quality, elemental housing density, nondegradation water quality standards, the 1980 land‐use pattern, and a projected development population are incorporated as constraints. The analysis elucidates optimal development distributions that produce a minimum ground‐water‐quality impact. The dual variables generated from binding continuity, water quality, and development density constraints are particularly valuable for the information they provide on the impacts of relaxing land‐use and water‐quality limitations.
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      Minimum‐Impact Modeling of Nonpoint‐Source Ground‐Water Pollution

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/27519
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorK. Hatfield
    contributor authorN. Samani
    contributor authorR. Noss
    date accessioned2017-05-08T20:47:55Z
    date available2017-05-08T20:47:55Z
    date copyrightJanuary 1994
    date issued1994
    identifier other%28asce%290733-9437%281994%29120%3A1%28149%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27519
    description abstractA new nonpoint source pollution management model is presented and applied to ascertain scenarios of expanding residential/commercial land uses to minimize impacts on ground‐water quality. The model is a linear program (LP), which can relate distributions of regional ground‐water quality to corresponding development scenarios at optimality. This is achieved by including equations from a numerical steady‐state transport model in the LP constraint set. The model is applied to 1980 and projected conditions for a subarea of Cape Cod, Massachusetts. Elemental water quality, elemental housing density, nondegradation water quality standards, the 1980 land‐use pattern, and a projected development population are incorporated as constraints. The analysis elucidates optimal development distributions that produce a minimum ground‐water‐quality impact. The dual variables generated from binding continuity, water quality, and development density constraints are particularly valuable for the information they provide on the impacts of relaxing land‐use and water‐quality limitations.
    publisherAmerican Society of Civil Engineers
    titleMinimum‐Impact Modeling of Nonpoint‐Source Ground‐Water Pollution
    typeJournal Paper
    journal volume120
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1994)120:1(149)
    treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 001
    contenttypeFulltext
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