Richards equation model of a rain garden

被引:79
作者
Dussaillant, AR
Wu, CH
Potter, KW
机构
[1] Catholic Univ Chile, Dept Ingn Hidraul & Ambiental, Santiago, Chile
[2] Univ Wisconsin, Dept Civil & Environm Engn, Madison, WI 53703 USA
关键词
D O I
10.1061/(ASCE)1084-0699(2004)9:3(219)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:219 / 225
页数:7
相关论文
共 16 条
[1]   Hydrology - Flow and storage in groundwater systems [J].
Alley, WM ;
Healy, RW ;
LaBaugh, JW ;
Reilly, TE .
SCIENCE, 2002, 296 (5575) :1985-1990
[2]  
[Anonymous], 1992, REST AQ EC SCI TECHN
[3]  
[Anonymous], 1993, HDB HYDROLOGY
[4]   MACROPORES AND WATER-FLOW IN SOILS [J].
BEVEN, K ;
GERMANN, P .
WATER RESOURCES RESEARCH, 1982, 18 (05) :1311-1325
[5]   Urbanization of aquatic systems: Degradation thresholds, stormwater detection, and the limits of mitigation [J].
Booth, DB ;
Jackson, CR .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 1997, 33 (05) :1077-1090
[6]   A GENERAL MASS-CONSERVATIVE NUMERICAL-SOLUTION FOR THE UNSATURATED FLOW EQUATION [J].
CELIA, MA ;
BOULOUTAS, ET ;
ZARBA, RL .
WATER RESOURCES RESEARCH, 1990, 26 (07) :1483-1496
[7]   ROLE OF THE LONG-TERM WATER-BALANCE IN MANAGEMENT OF STORMWATER INFILTRATION [J].
FERGUSON, BK .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 1990, 30 (03) :221-233
[8]   THE QUANTITY OF STORMWATER RUNOFF FROM 10 STRETCHES OF ROAD, A CAR PARK AND 8 ROOFS IN HERTFORDSHIRE, ENGLAND DURING 1983 [J].
HOLLIS, GE ;
OVENDEN, JC .
HYDROLOGICAL PROCESSES, 1988, 2 (03) :227-243
[9]   Adaptive time stepping and error control in a mass conservative numerical solution of the mixed form of Richards equation [J].
Kavetski, D ;
Binning, P ;
Sloan, SW .
ADVANCES IN WATER RESOURCES, 2001, 24 (06) :595-605
[10]  
KLEIN RD, 1979, WATER RESOUR BULL, V15, P948