Paper No. JAWRA-08-0016-P of the Journal of the American Water Resources Association (JAWRA). Discussions are open until six months from print publication.
Performance Assessment of Rain Gardens1
Article first published online: 26 JUN 2009
© 2009 American Water Resources Association
JAWRA Journal of the American Water Resources Association
Volume 45, Issue 4, pages 1019–1031, August 2009
How to Cite
Asleson, B. C., Nestingen, R. S., Gulliver, J. S., Hozalski, R. M. and Nieber, J. L. (2009), Performance Assessment of Rain Gardens. JAWRA Journal of the American Water Resources Association, 45: 1019–1031. doi: 10.1111/j.1752-1688.2009.00344.x
- Issue published online: 29 JUL 2009
- Article first published online: 26 JUN 2009
- Received January 18, 2008; accepted April 8, 2009.
- rain garden;
- bioretention practice;
- best management practices;
- stormwater management
Abstract: The most widely used approach for evaluating the performance of stormwater best management practices (BMPs) such as rain gardens is monitoring, but this approach can involve a long time period to observe a sufficient number and variety of storm events, a high level of effort, and unavoidable uncertainty. In this paper, we describe the development and evaluation of three approaches for performance assessment of rain gardens: visual inspection, infiltration rate testing, and synthetic drawdown testing. Twelve rain gardens in Minnesota underwent visual inspection, with four determined to be nonfunctional based on one or more of the following criteria: (1) presence of ponded water, (2) presence of hydric soils, (3) presence of emergent (wetland) vegetation, and (4) failing vegetation. It is believed that these rain gardens failed due to a lack of maintenance. For the remaining eight rain gardens, an infiltrometer was used to determine the saturated hydraulic conductivity (Ksat) of the soil surface at several locations throughout each basin in what is termed infiltration rate testing. The median Ksat values for the rain gardens ranged from 3 to 72 cm/h. Synthetic drawdown testing was performed on three rain gardens by filling the basins with water to capacity where possible and recording water level over time. The observed drain times for two of those rain gardens were in good agreement with predictions based on the median of the infiltrometer measurements. The observed drain time for the third rain garden was much greater than predicted due to the presence of a restrictive soil layer beneath the topsoil. The assessment approaches developed in this research should prove useful for determining whether the construction of the rain garden was performed properly, a rain garden is functioning properly, and for developing maintenance tasks and schedules.