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    Thermal Mitigation of Urban Storm Water by Level Spreader–Vegetative Filter Strips

    Source: Journal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author:
    R. J. Winston
    ,
    W. F. Hunt
    ,
    W. G. Lord
    DOI: 10.1061/(ASCE)EE.1943-7870.0000367
    Publisher: American Society of Civil Engineers
    Abstract: A study was conducted in Louisburg, North Carolina, to determine the effect of level spreader–vegetative filter strip (LS-VFS) storm-water control measures (SCMs) on runoff temperature and thermal loading. Two LS-VFS systems draining an urban catchment were monitored during the summers of 2008 and 2009. The first VFS was 7.6 m wide and entirely grassed. The second was 15.2 m wide, with the first-half grassed and the second-half wooded. Runoff temperatures and thermal loads from the urban catchment tended to peak toward the beginning of a storm event. Median and maximum storm temperatures were significantly reduced across both the 7.6-m and 15.2-m LS-VFSs. However, median and maximum effluent temperatures for both filter strip lengths were significantly greater than the 21°C trout threshold. Mean and median effluent temperatures from the 15.2-m LS-VFS were slightly lower (
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      Thermal Mitigation of Urban Storm Water by Level Spreader–Vegetative Filter Strips

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59788
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    contributor authorR. J. Winston
    contributor authorW. F. Hunt
    contributor authorW. G. Lord
    date accessioned2017-05-08T21:41:56Z
    date available2017-05-08T21:41:56Z
    date copyrightAugust 2011
    date issued2011
    identifier other%28asce%29ee%2E1943-7870%2E0000375.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59788
    description abstractA study was conducted in Louisburg, North Carolina, to determine the effect of level spreader–vegetative filter strip (LS-VFS) storm-water control measures (SCMs) on runoff temperature and thermal loading. Two LS-VFS systems draining an urban catchment were monitored during the summers of 2008 and 2009. The first VFS was 7.6 m wide and entirely grassed. The second was 15.2 m wide, with the first-half grassed and the second-half wooded. Runoff temperatures and thermal loads from the urban catchment tended to peak toward the beginning of a storm event. Median and maximum storm temperatures were significantly reduced across both the 7.6-m and 15.2-m LS-VFSs. However, median and maximum effluent temperatures for both filter strip lengths were significantly greater than the 21°C trout threshold. Mean and median effluent temperatures from the 15.2-m LS-VFS were slightly lower (
    publisherAmerican Society of Civil Engineers
    titleThermal Mitigation of Urban Storm Water by Level Spreader–Vegetative Filter Strips
    typeJournal Paper
    journal volume137
    journal issue8
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0000367
    treeJournal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    contenttypeFulltext
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