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Open AccessArticle

Hydrologic and Pollutant Removal Performance of Media Layers in Bioretention

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School of Civil Engineering, Southeast University, Nanjing 210096, China
2
Southeast University-Monash University Joint Research Centre for Future Cities, Nanjing 210096, China
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Institute for Water Education, IHE-Delft, 2611 DA Delft, The Netherlands
*
Authors to whom correspondence should be addressed.
Water 2020, 12(3), 921; https://doi.org/10.3390/w12030921
Received: 4 January 2020 / Revised: 12 March 2020 / Accepted: 16 March 2020 / Published: 24 March 2020
(This article belongs to the Special Issue Urban Rainwater and Flood Management)
The current study was aimed to investigate the filler layer structure in modified bioretention systems. Three different structural layers in bioretention were proposed to evaluate their hydrologic performance and pollutant removal efficiency under different rainfall intensities. These layers were as follows: all three layers (filter, transition, and drainage layers), without transition layer, and without drainage layer. Synthetic stormwater was used for experimental purpose in current work. Results revealed that compared with “all three layers”, runoff control rate of “without transition layer” and “without drainage layer” was reduced by 0 to 7.4%, 0 to 10.1%, and outflow start time was advanced by 6 to 8 min and 1.5 to 4.5 min, respectively. Moreover, CODcr (chemical oxygen demand), NH4+-N (ammonium nitrogen), TN (total nitrogen) and TP (total phosphorus) removal rates were 86.0%, 85.4%, 71.8%, and 68.0%, respectively. Particle size distribution of the fillers revealed that during operation, particle moved downward were mainly within 0.16–0.63 mm size. Findings showed that transition and drainage layer played an important role in runoff control, and total height of the filler layer should not be less than 800 mm. Filter layer effectively reduce runoff pollution but the thickness of the filter layer should not be less than 500 mm. Whereas, transition layer has the function of preventing the filler loss of the filter layer; therefore, proper measures must be taken into consideration during structural optimization. View Full-Text
Keywords: bioretention; filter layers; filter media; stormwater; peak flow; pollutants bioretention; filter layers; filter media; stormwater; peak flow; pollutants
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MDPI and ACS Style

Yang, F.; Fu, D.; Liu, S.; Zevenbergen, C.; Singh, R.P. Hydrologic and Pollutant Removal Performance of Media Layers in Bioretention. Water 2020, 12, 921.

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