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    Discrete Volume‐Element Method for Network Water‐Quality Models

    Source: Journal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 005
    Author:
    Lewis A. Rossman
    ,
    Paul F. Boulos
    ,
    Tom Altman
    DOI: 10.1061/(ASCE)0733-9496(1993)119:5(505)
    Publisher: American Society of Civil Engineers
    Abstract: An explicit dynamic water‐quality modeling algorithm is developed for tracking dissolved substances in water‐distribution networks. The algorithm is based on a mass‐balance relation within pipes that considers both advective transport and reaction kinetics. Complete mixing of material is assumed at pipe junctions and storage tanks. The algorithm automatically selects a pipe‐segmentation scheme and computational time step that satisfies conservation of mass and seeks to minimize numerical dispersion. In contrast to previous water‐quality models, there is no need to first find unique flow paths through the network. The resulting method is both robust and efficient, and can be readily applied to all types of network configurations and dynamic hydraulic conditions. The applicability of the method is demonstrated using an example pipe‐distribution network. Enhancement of distribution‐system water‐quality management is a principal benefit of the methodology.
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      Discrete Volume‐Element Method for Network Water‐Quality Models

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/39226
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    • Journal of Water Resources Planning and Management

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    contributor authorLewis A. Rossman
    contributor authorPaul F. Boulos
    contributor authorTom Altman
    date accessioned2017-05-08T21:06:57Z
    date available2017-05-08T21:06:57Z
    date copyrightSeptember 1993
    date issued1993
    identifier other%28asce%290733-9496%281993%29119%3A5%28505%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39226
    description abstractAn explicit dynamic water‐quality modeling algorithm is developed for tracking dissolved substances in water‐distribution networks. The algorithm is based on a mass‐balance relation within pipes that considers both advective transport and reaction kinetics. Complete mixing of material is assumed at pipe junctions and storage tanks. The algorithm automatically selects a pipe‐segmentation scheme and computational time step that satisfies conservation of mass and seeks to minimize numerical dispersion. In contrast to previous water‐quality models, there is no need to first find unique flow paths through the network. The resulting method is both robust and efficient, and can be readily applied to all types of network configurations and dynamic hydraulic conditions. The applicability of the method is demonstrated using an example pipe‐distribution network. Enhancement of distribution‐system water‐quality management is a principal benefit of the methodology.
    publisherAmerican Society of Civil Engineers
    titleDiscrete Volume‐Element Method for Network Water‐Quality Models
    typeJournal Paper
    journal volume119
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1993)119:5(505)
    treeJournal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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