4.5 Article

Improving bioretention/biofiltration performance with restorative maintenance

Journal

WATER SCIENCE AND TECHNOLOGY
Volume 65, Issue 2, Pages 361-367

Publisher

IWA PUBLISHING
DOI: 10.2166/wst.2012.860

Keywords

bioretention; construction; LID; maintenance; media depth; runoff; stormwater; SUDS; WSUD

Funding

  1. NC Department of Environment and Natural Resources
  2. Cooperative Institute for Coastal and Estuarine Environmental Technology (CICEET)

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One of the most popular Stormwater Control Measures is bioretention, or biofiltration. Anecdotal evidence suggests that well-designed bioretention cells are often not adequately installed and that maintenance is lacking, leading to less-than-adequate water storage volume and/or surface infiltration rates post-construction. In March 2009, two sets of bioretention cells were repaired by excavating the top 75 mm of fill media, increasing the bioretention surface storage volume by nearly 90% and the infiltration rate by up to a factor of 10. Overflow volume decreased from 35 and 37% in the pre-repair state for two different sets of cells, respectively, to 11 and 12%. Nearly all effluent pollutant loads exiting the post-repair cells were lower than their pre-repair conditions. The bioretention systems employed two different media depths (0.6 and 0.9 m). The deeper media cells discharged less outflow volume than the shallower cells, with 10-11% more runoff volume leaving as exfiltration from the 0.9-m than from the 0.6-m media depth cells. This study showed that maintenance is both critical and beneficial to restore otherwise poorly performing bioretention. Moreover, while deeper media cells did outperform the shallower systems, the improvement in this case was somewhat modest vis-a-vis additional construction costs.

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