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    Fines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author:
    Jennifer K. Gilbert Jenkins
    ,
    Bridget M. Wadzuk
    ,
    Andrea L. Welker
    DOI: 10.1061/(ASCE)IR.1943-4774.0000264
    Publisher: American Society of Civil Engineers
    Abstract: Storm water control measures (SCMs), also known as best management practices (BMPs), such as rain gardens, are designed to infiltrate storm-water runoff and reduce pollutant transport to surface waters. The life span of these SCMs may be limited depending on the composition of sediments in runoff water. Settling of fine sediments may clog soil pore spaces, reducing the infiltration capacity of the soil and reducing the potential benefits of this SCM. A study was conducted on a Villanova campus rain garden that accepts runoff from an adjacent parking lot to determine if there was a relationship between the accumulation of fine sediments over time and the infiltration capacity. The soil textural profile within the rain garden was characterized prior to SCM installation (2001), after installation, after five years, and after seven years of receiving storm-water runoff. Infiltration data were collected by the single-ring infiltrometer method in 2006 and 2009. Differences in soil texture were found between locations within the infiltration basin, and accumulation of fines smaller than 0.1 mm was observed at both locations sampled in 2009. Infiltration rates were significantly different between the two locations measured within the rain garden, but infiltration rates did not change significantly over time within those regions. This SCM was designed at a 10:1 watershed to SCM area ratio, which is twice what is recommended by the
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      Fines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction

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    contributor authorJennifer K. Gilbert Jenkins
    contributor authorBridget M. Wadzuk
    contributor authorAndrea L. Welker
    date accessioned2017-05-08T21:52:48Z
    date available2017-05-08T21:52:48Z
    date copyrightDecember 2010
    date issued2010
    identifier other%28asce%29ir%2E1943-4774%2E0000291.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65157
    description abstractStorm water control measures (SCMs), also known as best management practices (BMPs), such as rain gardens, are designed to infiltrate storm-water runoff and reduce pollutant transport to surface waters. The life span of these SCMs may be limited depending on the composition of sediments in runoff water. Settling of fine sediments may clog soil pore spaces, reducing the infiltration capacity of the soil and reducing the potential benefits of this SCM. A study was conducted on a Villanova campus rain garden that accepts runoff from an adjacent parking lot to determine if there was a relationship between the accumulation of fine sediments over time and the infiltration capacity. The soil textural profile within the rain garden was characterized prior to SCM installation (2001), after installation, after five years, and after seven years of receiving storm-water runoff. Infiltration data were collected by the single-ring infiltrometer method in 2006 and 2009. Differences in soil texture were found between locations within the infiltration basin, and accumulation of fines smaller than 0.1 mm was observed at both locations sampled in 2009. Infiltration rates were significantly different between the two locations measured within the rain garden, but infiltration rates did not change significantly over time within those regions. This SCM was designed at a 10:1 watershed to SCM area ratio, which is twice what is recommended by the
    publisherAmerican Society of Civil Engineers
    titleFines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction
    typeJournal Paper
    journal volume136
    journal issue12
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000264
    treeJournal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 012
    contenttypeFulltext
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