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    Retrofit Storm Water Retention Volume for Low Impact Development

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author:
    James C. Guo
    ,
    Jeffery Y. Cheng
    DOI: 10.1061/(ASCE)0733-9437(2008)134:6(872)
    Publisher: American Society of Civil Engineers
    Abstract: The concept of low impact development (LID) applies decentralized on-site runoff source control to storm water management. LID is an integration of bioretention and vegetated landscapes to maintain a catchment’s hydrologic and ecological functions. In current practice, the LID implementation is quantified for the specified watershed development. During the dynamic development process, the existing LID facilities have to be improved according to the incremental changes in the watershed. This technical note presents an on-site hydrologic approach to relate the required incremental storm water retention volume to the alteration of surface imperviousness in the tributary area. This approach allows the storm water retention volume to be tailored according to the stage of the watershed development. Cumulatively, the total storage volume can be achieved though multiple stages of the watershed development. The incremental retention volume is found to be related to the local average event rainfall depth. Design charts were produced and normalized by the local average rainfall event depth for generalized applicability.
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      Retrofit Storm Water Retention Volume for Low Impact Development

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    contributor authorJames C. Guo
    contributor authorJeffery Y. Cheng
    date accessioned2017-05-08T20:50:13Z
    date available2017-05-08T20:50:13Z
    date copyrightDecember 2008
    date issued2008
    identifier other%28asce%290733-9437%282008%29134%3A6%28872%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28733
    description abstractThe concept of low impact development (LID) applies decentralized on-site runoff source control to storm water management. LID is an integration of bioretention and vegetated landscapes to maintain a catchment’s hydrologic and ecological functions. In current practice, the LID implementation is quantified for the specified watershed development. During the dynamic development process, the existing LID facilities have to be improved according to the incremental changes in the watershed. This technical note presents an on-site hydrologic approach to relate the required incremental storm water retention volume to the alteration of surface imperviousness in the tributary area. This approach allows the storm water retention volume to be tailored according to the stage of the watershed development. Cumulatively, the total storage volume can be achieved though multiple stages of the watershed development. The incremental retention volume is found to be related to the local average event rainfall depth. Design charts were produced and normalized by the local average rainfall event depth for generalized applicability.
    publisherAmerican Society of Civil Engineers
    titleRetrofit Storm Water Retention Volume for Low Impact Development
    typeJournal Paper
    journal volume134
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2008)134:6(872)
    treeJournal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 006
    contenttypeFulltext
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