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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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