Cost-effectiveness analysis of stormwater best management practices (BMPs) in urban watersheds
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Lee, K. | - |
dc.contributor.author | Kim, H. | - |
dc.contributor.author | Pak, G. | - |
dc.contributor.author | Jang, S. | - |
dc.contributor.author | Kim, L. | - |
dc.contributor.author | Yoo, C. | - |
dc.contributor.author | Yun, Z. | - |
dc.contributor.author | Yoon, J. | - |
dc.date.accessioned | 2021-09-08T01:53:40Z | - |
dc.date.available | 2021-09-08T01:53:40Z | - |
dc.date.created | 2021-06-11 | - |
dc.date.issued | 2010-07 | - |
dc.identifier.issn | 1944-3994 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/116177 | - |
dc.description.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. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | DESALINATION PUBL | - |
dc.subject | OPTIMAL LOCATION | - |
dc.subject | VEGETATED ROOFS | - |
dc.title | Cost-effectiveness analysis of stormwater best management practices (BMPs) in urban watersheds | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yoo, C. | - |
dc.contributor.affiliatedAuthor | Yun, Z. | - |
dc.contributor.affiliatedAuthor | Yoon, J. | - |
dc.identifier.doi | 10.5004/dwt.2010.1900 | - |
dc.identifier.scopusid | 2-s2.0-80052840451 | - |
dc.identifier.wosid | 000281515300014 | - |
dc.identifier.bibliographicCitation | DESALINATION AND WATER TREATMENT, v.19, no.1-3, pp.92 - 96 | - |
dc.relation.isPartOf | DESALINATION AND WATER TREATMENT | - |
dc.citation.title | DESALINATION AND WATER TREATMENT | - |
dc.citation.volume | 19 | - |
dc.citation.number | 1-3 | - |
dc.citation.startPage | 92 | - |
dc.citation.endPage | 96 | - |
dc.type.rims | ART | - |
dc.type.docType | Article; Proceedings Paper | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Water Resources | - |
dc.relation.journalWebOfScienceCategory | Engineering, Chemical | - |
dc.relation.journalWebOfScienceCategory | Water Resources | - |
dc.subject.keywordPlus | OPTIMAL LOCATION | - |
dc.subject.keywordPlus | VEGETATED ROOFS | - |
dc.subject.keywordAuthor | Cost-effectiveness | - |
dc.subject.keywordAuthor | Stormwater BMP | - |
dc.subject.keywordAuthor | SWMM 5.0 | - |
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