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    Modeling Hydrologic Performance of a Green Roof System with HYDRUS-2D

    Source: Journal of Environmental Engineering:;2015:;Volume ( 141 ):;issue: 011
    Author:
    Yanling Li
    ,
    Roger W. Babcock Jr.
    DOI: 10.1061/(ASCE)EE.1943-7870.0000976
    Publisher: American Society of Civil Engineers
    Abstract: A green roof is an environmentally friendly best management practice for volume reduction, peak flow reduction, and peak delay of stormwater runoff from impervious rooftops. In this study, HYDRUS-2D was used to model the hydrologic response of a pilot green roof system. The root-mean-square deviation (RMSD) of growth media volumetric water content values between model and field measurements ranged between 0.38 and 1.74%. A method was developed to use the water content profile at three media depths to derive regression equations that predict hydrologic performance. These equations show that runoff volume reduction follows an inverse relationship between media field capacity and precipitation depth, that peak flow reduction obeys a second-order equation between media field capacity and precipitation depth, and that peak delay time can be approximated by a third-order equation that includes maximum capacity and precipitation depth. The
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      Modeling Hydrologic Performance of a Green Roof System with HYDRUS-2D

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    contributor authorYanling Li
    contributor authorRoger W. Babcock Jr.
    date accessioned2017-05-08T22:22:30Z
    date available2017-05-08T22:22:30Z
    date copyrightNovember 2015
    date issued2015
    identifier other43575581.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78999
    description abstractA green roof is an environmentally friendly best management practice for volume reduction, peak flow reduction, and peak delay of stormwater runoff from impervious rooftops. In this study, HYDRUS-2D was used to model the hydrologic response of a pilot green roof system. The root-mean-square deviation (RMSD) of growth media volumetric water content values between model and field measurements ranged between 0.38 and 1.74%. A method was developed to use the water content profile at three media depths to derive regression equations that predict hydrologic performance. These equations show that runoff volume reduction follows an inverse relationship between media field capacity and precipitation depth, that peak flow reduction obeys a second-order equation between media field capacity and precipitation depth, and that peak delay time can be approximated by a third-order equation that includes maximum capacity and precipitation depth. The
    publisherAmerican Society of Civil Engineers
    titleModeling Hydrologic Performance of a Green Roof System with HYDRUS-2D
    typeJournal Paper
    journal volume141
    journal issue11
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0000976
    treeJournal of Environmental Engineering:;2015:;Volume ( 141 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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