Cost-effectiveness analysis of stormwater best management practices (BMPs) in urban watersheds
- Authors
- Lee, K.; Kim, H.; Pak, G.; Jang, S.; Kim, L.; Yoo, C.; Yun, Z.; Yoon, J.
- Issue Date
- 7월-2010
- Publisher
- DESALINATION PUBL
- Keywords
- Cost-effectiveness; Stormwater BMP; SWMM 5.0
- Citation
- DESALINATION AND WATER TREATMENT, v.19, no.1-3, pp.92 - 96
- Indexed
- SCIE
SCOPUS
- Journal Title
- DESALINATION AND WATER TREATMENT
- Volume
- 19
- Number
- 1-3
- Start Page
- 92
- End Page
- 96
- URI
- https://scholar.korea.ac.kr/handle/2021.sw.korea/116177
- DOI
- 10.5004/dwt.2010.1900
- ISSN
- 1944-3994
- Abstract
- This study demonstrates a cost-effectiveness analysis of stormwater BMPs to answer questions, such as what type to place and how large it should be Cost-effective analysis showed that for the basin considered, a porous pavement was the most effective means of controling runoff, which was able to bring the peak runoff down to the predevelopment level with the least budget A storage basin was the second best, which was able to bring the peak runoff down to the predeveloped conditions, but with a higher budget The effectiveness of a green roof in reducing the peak runoff plateaued beyond a certain budget, and was unable to bring the peak runoff down to the predeveloped level, regardless of cost It is thought that a porous pavement would be a cost-effective BMP in a severely urbanized setting.
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- Appears in
Collections - College of Engineering > School of Civil, Environmental and Architectural Engineering > 1. Journal Articles
- College of Science and Technology > Department of Environmental Engineering > 1. Journal Articles
- Graduate School > Department of Environmental Engineering > 1. Journal Articles
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