Sustainable Water Management Solutions for Large Cities (Proceedings of symposium S2 held during the Seventh IAHS Scientific Assembly at Foz do Iguaçu, Brazil, April 2005). IAHS Publ. 293, 2005, 178-184

1 Department of Hydraulic and Environmental Engineering, P. Universidad Católica, Correo 22, Casilla 306, Santiago, Chile

2 Department of Civil & Environmental Engineering, University of Wisconsin-Madison, Wisconsin 53705, USA

Abstract Traditional stormwater management does not mitigate groundwater depletion resulting from pumping and loss of recharge. There has been an increasing interest in the use of alternative practices, such as rain gardens, that enhance infiltration of stormwater. We developed a simple numerical model for their design and evaluation. Water flow through the soil is modelled over three layers: a root zone, a middle storage layer, and the site subsoil. To continuously simulate recharge, runoff and evapotranspiration, a Green-Ampt equation coupled with a surface water balance is used. For the humid climate of Madison, Wisconsin, USA, results show very high recharge rates in the rainy season, where a rain garden with an area of 10–20% of the contributing impervious area maximizes recharge. For the semiarid climate of Santiago, Chile, the optimum ratio was 10–20%, and for the arid climate of Reno, Nevada, USA, it was closer to 5%.

Key words bio-retention; Green and Ampt; groundwater; infiltration; rain garden; recharge