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    Richards Equation Model of a Rain Garden

    Source: Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 003
    Author:
    Alejandro R. Dussaillant
    ,
    Chin H. Wu
    ,
    Kenneth W. Potter
    DOI: 10.1061/(ASCE)1084-0699(2004)9:3(219)
    Publisher: American Society of Civil Engineers
    Abstract: Traditional stormwater management does not mitigate groundwater depletion resulting from groundwater pumping and reduction in recharge. Infiltration practices, such as rain gardens, offer a potentially effective approach for addressing groundwater depletion. A rain garden is a landscaped garden in a shallow depression that receives the stormwater from nearby impervious surfaces, focusing recharge. We have developed a numerical model that can be applied in rain garden design and evaluation. Water flow through the rain garden soil is modeled over three layers: a root zone, a middle storage layer of high conductivity, and a subsoil lower layer. To continuously simulate recharge, runoff, and evapotranspiration, the model couples the Richards Equation with a surface water balance. The model was applied to the climate of southern Wisconsin. Simulation results show that very high recharge rates are possible during the non-snowfall season. (The model does not handle snowmelt.) A rain garden with an area of about 10–20% of the contributing impervious area maximizes groundwater recharge. Increasing the depression depth increases recharge and saturation times, affecting plant survival. Rain garden feasibility also depends on the subsoil hydraulic conductivity.
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      Richards Equation Model of a Rain Garden

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/49779
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    • Journal of Hydrologic Engineering

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    contributor authorAlejandro R. Dussaillant
    contributor authorChin H. Wu
    contributor authorKenneth W. Potter
    date accessioned2017-05-08T21:23:44Z
    date available2017-05-08T21:23:44Z
    date copyrightMay 2004
    date issued2004
    identifier other%28asce%291084-0699%282004%299%3A3%28219%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49779
    description abstractTraditional stormwater management does not mitigate groundwater depletion resulting from groundwater pumping and reduction in recharge. Infiltration practices, such as rain gardens, offer a potentially effective approach for addressing groundwater depletion. A rain garden is a landscaped garden in a shallow depression that receives the stormwater from nearby impervious surfaces, focusing recharge. We have developed a numerical model that can be applied in rain garden design and evaluation. Water flow through the rain garden soil is modeled over three layers: a root zone, a middle storage layer of high conductivity, and a subsoil lower layer. To continuously simulate recharge, runoff, and evapotranspiration, the model couples the Richards Equation with a surface water balance. The model was applied to the climate of southern Wisconsin. Simulation results show that very high recharge rates are possible during the non-snowfall season. (The model does not handle snowmelt.) A rain garden with an area of about 10–20% of the contributing impervious area maximizes groundwater recharge. Increasing the depression depth increases recharge and saturation times, affecting plant survival. Rain garden feasibility also depends on the subsoil hydraulic conductivity.
    publisherAmerican Society of Civil Engineers
    titleRichards Equation Model of a Rain Garden
    typeJournal Paper
    journal volume9
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2004)9:3(219)
    treeJournal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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