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    Vertical and Lateral Extent of the Influence of a Rain Garden on the Water Table

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 003
    Author:
    Evgeny M. Nemirovsky
    ,
    Ryan S. Lee
    ,
    Andrea L. Welker
    DOI: 10.1061/(ASCE)IR.1943-4774.0000799
    Publisher: American Society of Civil Engineers
    Abstract: Rain gardens use natural processes, such as infiltration and evapotranspiration, to control runoff from rain events. Although prior research has shown that rain gardens are effective at controlling the volume of runoff and pollutants associated with runoff, the extent of groundwater mounding under rain gardens remains a concern for landowners, practitioners, and regulators. A rain garden on Villanova University’s campus was instrumented with monitoring wells to observe the influence of the rain garden on the water table. This rain garden receives the runoff from approximately 0.52 ha that consists of grassy areas as well as parking lots. This paper investigates vertical and lateral behavior of localized mounding caused by infiltration in a rain garden subsequent to a storm event. The data used for the analysis were selected from 1.5 years of continuous monitoring at the site. A statistical model was developed, describing event-based peak groundwater rise as a function of radial distance from the rain garden’s center and infiltrated water depth. Statistical analysis was performed to demonstrate significance of the model parameters. Analyses of time to peak and time to return to prestorm levels (dissipate) were performed. The system exhibited a very pronounced dissipation behavior in peak rise, normalized to infiltrated depth of water, with an increase in radial distance. Temporal lag in mounding peak and dissipation was investigated with respect to radial distance. In light of the observed behavior, a methodology for estimating site-specific vertical and lateral impacts was proposed. The methodology was applied to the rain garden, and the results reviewed in the context of geospecific design storms. The paper concludes with a discussion on the expected effects of localized mounding from the rain garden on foundations of adjacent buildings.
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      Vertical and Lateral Extent of the Influence of a Rain Garden on the Water Table

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    contributor authorEvgeny M. Nemirovsky
    contributor authorRyan S. Lee
    contributor authorAndrea L. Welker
    date accessioned2017-05-08T22:10:48Z
    date available2017-05-08T22:10:48Z
    date copyrightMarch 2015
    date issued2015
    identifier other37296100.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72923
    description abstractRain gardens use natural processes, such as infiltration and evapotranspiration, to control runoff from rain events. Although prior research has shown that rain gardens are effective at controlling the volume of runoff and pollutants associated with runoff, the extent of groundwater mounding under rain gardens remains a concern for landowners, practitioners, and regulators. A rain garden on Villanova University’s campus was instrumented with monitoring wells to observe the influence of the rain garden on the water table. This rain garden receives the runoff from approximately 0.52 ha that consists of grassy areas as well as parking lots. This paper investigates vertical and lateral behavior of localized mounding caused by infiltration in a rain garden subsequent to a storm event. The data used for the analysis were selected from 1.5 years of continuous monitoring at the site. A statistical model was developed, describing event-based peak groundwater rise as a function of radial distance from the rain garden’s center and infiltrated water depth. Statistical analysis was performed to demonstrate significance of the model parameters. Analyses of time to peak and time to return to prestorm levels (dissipate) were performed. The system exhibited a very pronounced dissipation behavior in peak rise, normalized to infiltrated depth of water, with an increase in radial distance. Temporal lag in mounding peak and dissipation was investigated with respect to radial distance. In light of the observed behavior, a methodology for estimating site-specific vertical and lateral impacts was proposed. The methodology was applied to the rain garden, and the results reviewed in the context of geospecific design storms. The paper concludes with a discussion on the expected effects of localized mounding from the rain garden on foundations of adjacent buildings.
    publisherAmerican Society of Civil Engineers
    titleVertical and Lateral Extent of the Influence of a Rain Garden on the Water Table
    typeJournal Paper
    journal volume141
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000799
    treeJournal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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