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    Vegetated Roof Water-Balance Model: Experimental and Model Results

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 008
    Author:
    James A. Sherrard Jr.
    ,
    Jennifer M. Jacobs
    DOI: 10.1061/(ASCE)HE.1943-5584.0000531
    Publisher: American Society of Civil Engineers
    Abstract: A five parameter, daily vegetated roof water balance model (VR-WBM) was developed, calibrated, and validated by using experimental vegetated roof data from the Seacoast, New Hampshire region. The lysimeter experiment on a sedum canopy characterized water storage with a 0.051 mm resolution. Overall, the results show that the average stormwater runoff reduction was 32% for the study period, and an average reduction per storm was 57%. Average daily evapotranspiration (ET) rates were
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      Vegetated Roof Water-Balance Model: Experimental and Model Results

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63420
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    contributor authorJames A. Sherrard Jr.
    contributor authorJennifer M. Jacobs
    date accessioned2017-05-08T21:49:17Z
    date available2017-05-08T21:49:17Z
    date copyrightAugust 2012
    date issued2012
    identifier other%28asce%29he%2E1943-5584%2E0000551.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63420
    description abstractA five parameter, daily vegetated roof water balance model (VR-WBM) was developed, calibrated, and validated by using experimental vegetated roof data from the Seacoast, New Hampshire region. The lysimeter experiment on a sedum canopy characterized water storage with a 0.051 mm resolution. Overall, the results show that the average stormwater runoff reduction was 32% for the study period, and an average reduction per storm was 57%. Average daily evapotranspiration (ET) rates were
    publisherAmerican Society of Civil Engineers
    titleVegetated Roof Water-Balance Model: Experimental and Model Results
    typeJournal Paper
    journal volume17
    journal issue8
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000531
    treeJournal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 008
    contenttypeFulltext
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