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국립공원내 홍수피해 저감을 위한 미계측 산림지역의 설계홍수량 추정
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 김상민 | - |
| dc.contributor.author | 임상준 | - |
| dc.contributor.author | 이상호 | - |
| dc.contributor.author | 마호섭 | - |
| dc.contributor.author | 김형호 | - |
| dc.contributor.author | 정원옥 | - |
| dc.date.accessioned | 2022-12-27T05:50:28Z | - |
| dc.date.available | 2022-12-27T05:50:28Z | - |
| dc.date.issued | 2009 | - |
| dc.identifier.issn | 1738-3692 | - |
| dc.identifier.issn | 2093-7709 | - |
| dc.identifier.uri | https://scholarworks.gnu.ac.kr/handle/sw.gnu/27026 | - |
| dc.description.abstract | The purpose of this study is to estimate the design flood runoff for ungaged forest watershed to reduce the flood damage in national park. Daewonsa watershed in Jirisan National Park was selected as study watershed, of which characteristic factors were obtained from GIS data. Flood runoff was simulated using SCS unit hydrograph module in HEC-HMS model. SCS Curve Number (CN) was calculated from forest type area weighted average method. Huff's time distribution of second-quartile storm of the Sancheong weather station, which is nearest from study watershed, was used for design flood runoff estimation. Critical storm duration for the study watershed was 3 hrs. Based on the critical duration, the peak runoff for each sub-watershed were simulated. It is recommended to monitor the long-term flow data for major stream stations in National Park for a better reliable peak runoff simulation results. | - |
| dc.format.extent | 7 | - |
| dc.language | 한국어 | - |
| dc.language.iso | KOR | - |
| dc.publisher | 한국농공학회 | - |
| dc.title | 국립공원내 홍수피해 저감을 위한 미계측 산림지역의 설계홍수량 추정 | - |
| dc.title.alternative | Estimation of Design Flood Runoff in Ungaged Forest Watershed to Reduce Flood Damage within the National Park | - |
| dc.type | Article | - |
| dc.publisher.location | 대한민국 | - |
| dc.identifier.bibliographicCitation | 한국농공학회논문집, v.51, no.5, pp 107 - 113 | - |
| dc.citation.title | 한국농공학회논문집 | - |
| dc.citation.volume | 51 | - |
| dc.citation.number | 5 | - |
| dc.citation.startPage | 107 | - |
| dc.citation.endPage | 113 | - |
| dc.identifier.kciid | ART001381842 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | kci | - |
| dc.subject.keywordAuthor | Forest watershed | - |
| dc.subject.keywordAuthor | SCS | - |
| dc.subject.keywordAuthor | HEC-HMS | - |
| dc.subject.keywordAuthor | Huff | - |
| dc.subject.keywordAuthor | peak runoff | - |
| dc.subject.keywordAuthor | critical storm duration | - |
| dc.subject.keywordAuthor | Forest watershed | - |
| dc.subject.keywordAuthor | SCS | - |
| dc.subject.keywordAuthor | HEC-HMS | - |
| dc.subject.keywordAuthor | Huff | - |
| dc.subject.keywordAuthor | peak runoff | - |
| dc.subject.keywordAuthor | critical storm duration | - |
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