| contributor author | Alejandro R. Dussaillant | |
| contributor author | Chin H. Wu | |
| contributor author | Kenneth W. Potter | |
| date accessioned | 2017-05-08T21:23:44Z | |
| date available | 2017-05-08T21:23:44Z | |
| date copyright | May 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291084-0699%282004%299%3A3%28219%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49779 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Richards Equation Model of a Rain Garden | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 3 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0699(2004)9:3(219) | |
| tree | Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 003 | |
| contenttype | Fulltext | |