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    Integrated Optimization of a Dual Quality Water and Wastewater System

    Source: Journal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 001
    Author:
    Patrick A. Ray
    ,
    Paul H. Kirshen
    ,
    Richard M. Vogel
    DOI: 10.1061/(ASCE)WR.1943-5452.0000004
    Publisher: American Society of Civil Engineers
    Abstract: When addressing urban water problems, it is no longer adequate to consider issues of water supply, demand, disposal, and reuse independently. Innovative water management strategies and opportunities for water reuse can only be properly evaluated in the context of their interactions with the broader water system. An integrated linear deterministic optimization model is applied to Beirut, Lebanon, to determine the minimum cost configuration of future water supply, wastewater disposal, and reuse options for a semiarid coastal city. Previous urban water system optimization models considered only a single quality of potable water and were thus unable to demonstrate the cost-effectiveness of reclaimed water among all viable options for water supply. Two innovations of our work include incorporation of the entire anthropogenic water cycle including interconnections between supply, demand, disposal, and reuse and modeling of the suitability of nonpotable and potable qualities of water for each demand sector. The optimization model yields surprising insights. For example, after full use of inexpensive conventional sources, nonpotable direct reuse appears to be Beirut’s most cost-effective option for supply of its urban nonpotable and irrigation demands. Our work highlights the importance of modeling the utility of multiple qualities of water in modern water supply planning.
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      Integrated Optimization of a Dual Quality Water and Wastewater System

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69871
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    contributor authorPatrick A. Ray
    contributor authorPaul H. Kirshen
    contributor authorRichard M. Vogel
    date accessioned2017-05-08T22:03:04Z
    date available2017-05-08T22:03:04Z
    date copyrightJanuary 2010
    date issued2010
    identifier other%28asce%29wr%2E1943-5452%2E0000067.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69871
    description abstractWhen addressing urban water problems, it is no longer adequate to consider issues of water supply, demand, disposal, and reuse independently. Innovative water management strategies and opportunities for water reuse can only be properly evaluated in the context of their interactions with the broader water system. An integrated linear deterministic optimization model is applied to Beirut, Lebanon, to determine the minimum cost configuration of future water supply, wastewater disposal, and reuse options for a semiarid coastal city. Previous urban water system optimization models considered only a single quality of potable water and were thus unable to demonstrate the cost-effectiveness of reclaimed water among all viable options for water supply. Two innovations of our work include incorporation of the entire anthropogenic water cycle including interconnections between supply, demand, disposal, and reuse and modeling of the suitability of nonpotable and potable qualities of water for each demand sector. The optimization model yields surprising insights. For example, after full use of inexpensive conventional sources, nonpotable direct reuse appears to be Beirut’s most cost-effective option for supply of its urban nonpotable and irrigation demands. Our work highlights the importance of modeling the utility of multiple qualities of water in modern water supply planning.
    publisherAmerican Society of Civil Engineers
    titleIntegrated Optimization of a Dual Quality Water and Wastewater System
    typeJournal Paper
    journal volume136
    journal issue1
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000004
    treeJournal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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