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    Field Evaluation of Level Spreaders in the Piedmont of North Carolina

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author:
    J. M. Hathaway
    ,
    W. F. Hunt
    DOI: 10.1061/(ASCE)0733-9437(2008)134:4(538)
    Publisher: American Society of Civil Engineers
    Abstract: Level spreaders are commonly used in combination with riparian buffers as a stormwater best management practice in many parts of the United States. These systems have not been extensively studied in urbanized environments to determine if they can provide a long-term water quality benefit. In winter 2005, 24 level spreaders were evaluated in the Piedmont of North Carolina. Detailed observations were made at 20 of these locations. The results of the study indicate that level spreaders may not be the versatile structure they are perceived to be. No level spreader-riparian buffer system was able to provide diffuse flow through the riparian buffer from the level spreader to the stream. Common causes for failure to maintain diffuse flow included: lack of maintenance (12 cases), poor design (11), riparian topography/content (11), level spreader lip not level (seven), built with easily eroded materials (six), poor construction methods (three), and human interference (two). This field evaluation indicates that level spreader systems may need design revisions, construction guidance, and maintenance requirements before they continue to be used
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      Field Evaluation of Level Spreaders in the Piedmont of North Carolina

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/28684
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorJ. M. Hathaway
    contributor authorW. F. Hunt
    date accessioned2017-05-08T20:50:07Z
    date available2017-05-08T20:50:07Z
    date copyrightAugust 2008
    date issued2008
    identifier other%28asce%290733-9437%282008%29134%3A4%28538%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28684
    description abstractLevel spreaders are commonly used in combination with riparian buffers as a stormwater best management practice in many parts of the United States. These systems have not been extensively studied in urbanized environments to determine if they can provide a long-term water quality benefit. In winter 2005, 24 level spreaders were evaluated in the Piedmont of North Carolina. Detailed observations were made at 20 of these locations. The results of the study indicate that level spreaders may not be the versatile structure they are perceived to be. No level spreader-riparian buffer system was able to provide diffuse flow through the riparian buffer from the level spreader to the stream. Common causes for failure to maintain diffuse flow included: lack of maintenance (12 cases), poor design (11), riparian topography/content (11), level spreader lip not level (seven), built with easily eroded materials (six), poor construction methods (three), and human interference (two). This field evaluation indicates that level spreader systems may need design revisions, construction guidance, and maintenance requirements before they continue to be used
    publisherAmerican Society of Civil Engineers
    titleField Evaluation of Level Spreaders in the Piedmont of North Carolina
    typeJournal Paper
    journal volume134
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2008)134:4(538)
    treeJournal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 004
    contenttypeFulltext
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