Simulation of infiltration facilities using the SEEP/W model and quantification of flood runoff reduction effect by the decrease in CN
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Yoo, Chulsang | - |
dc.contributor.author | Ku, Jung Mo | - |
dc.contributor.author | Jun, Changhyun | - |
dc.contributor.author | Zhu, Ju Hua | - |
dc.date.accessioned | 2021-09-03T22:30:38Z | - |
dc.date.available | 2021-09-03T22:30:38Z | - |
dc.date.created | 2021-06-18 | - |
dc.date.issued | 2016-07 | - |
dc.identifier.issn | 0273-1223 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/88247 | - |
dc.description.abstract | In this study, four infiltration facilities (permeable pavement, infiltration gutter, infiltration trench, and infiltration well) have been investigated and compared with their flood runoff reduction effect. The SEEP/W model was used to estimate the infiltration amount of each facility, and the flood runoff reduction effect was quantified by the decrease in curve number (CN). As a result of this study, we found that: (1) the infiltration could be successfully simulated by the SEEP/W model, whose result could also be quantified effectively by the decrease in CN; (2) among the four infiltration facilities considered in this study, the infiltration well and infiltration trench were found to be most efficient and economical; (3) finally, the intervention effect of the nearby infiltration facility was found not so significant. In an extreme case where the infiltration wells were located at 1 m interval, the intervention effect was found to be just 1%. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | IWA PUBLISHING | - |
dc.title | Simulation of infiltration facilities using the SEEP/W model and quantification of flood runoff reduction effect by the decrease in CN | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yoo, Chulsang | - |
dc.identifier.doi | 10.2166/wst.2016.189 | - |
dc.identifier.scopusid | 2-s2.0-84979984714 | - |
dc.identifier.wosid | 000379662100012 | - |
dc.identifier.bibliographicCitation | WATER SCIENCE AND TECHNOLOGY, v.74, no.1, pp.118 - 129 | - |
dc.relation.isPartOf | WATER SCIENCE AND TECHNOLOGY | - |
dc.citation.title | WATER SCIENCE AND TECHNOLOGY | - |
dc.citation.volume | 74 | - |
dc.citation.number | 1 | - |
dc.citation.startPage | 118 | - |
dc.citation.endPage | 129 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Environmental Sciences & Ecology | - |
dc.relation.journalResearchArea | Water Resources | - |
dc.relation.journalWebOfScienceCategory | Engineering, Environmental | - |
dc.relation.journalWebOfScienceCategory | Environmental Sciences | - |
dc.relation.journalWebOfScienceCategory | Water Resources | - |
dc.subject.keywordAuthor | curve number (CN) | - |
dc.subject.keywordAuthor | infiltration facility | - |
dc.subject.keywordAuthor | runoff | - |
dc.subject.keywordAuthor | SEEP/W model | - |
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