A review of the bioretention system for sustainable storm water management in urban areas

Author:

Shafique Muhammad1

Affiliation:

1. University of Science and Technology, Department of Construction Environment Engineering, 283, Goyangdae-Ro, Ilsanseo-Gu, Goyang-Si, Gyeonggi-Do, 10223, Korea (Republic of)

Abstract

Abstract Bioretention basins/rain garden is a very suitable low-impact development (LID) practice for storm water management around the globe. By using this practice in urban areas, flash flooding problems can be decreased and the environment of an area can be improved. The concept of bioretention was introduced a few decades ago and has been proven to be the best management practice (BMP) for storm water in urban areas. Due to urbanisation, natural surface areas are converted into hard surfaces such as roads, through which water cannot infiltrate into the ground. Due to this, infiltration decreases and surface run-off increases, which causes depletion of ground water continuously. In this study, we mainly explain the bioretention concept and its function as derived from different studies. This review includes different scientists’ results for the performance of the bioretention system at different locations. A summary of the research findings by different scientists on the performance of bioretention systems is also provided, including the hydrologic and water quality performances. Finally, future work necessary to enhance the performance and widespread use of bioretention systems is also explained.

Publisher

Walter de Gruyter GmbH

Subject

Electrical and Electronic Engineering,Atomic and Molecular Physics, and Optics

Reference35 articles.

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2. [2] UN News Center Half of Global Population Will Live in Cities by End of This Year, Predicts UN. Available online: http://www.un.org/apps/news/story.asp?NewsID=25762 (accessed on 13 April 2014).

3. [3] Fletcher, T.D., Andrieu, H., Hamel, P. (2013): Understanding, management and modelling of urban hydrology and its consequences for receiving waters: A state of the art. Adv. Water Resour; 51, 261–279.10.1016/j.advwatres.2012.09.001

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