Browse > Article
http://dx.doi.org/10.5392/JKCA.2013.13.02.498

Analysis of Flood Level Variation in Oship Stream Using HEC-RAS: Focuses on the Impact of the Typhoon Sanba  

Jun, Kye-Won (강원대학교 방재전문대학원)
Publication Information
Abstract
Recently, the frequency of typhoons have increased due to the effects of climate change. As a result, in mountain streams, it has caused streamflow increase upstream and frequent water surface elevation downstream. This study analyzed the effects of the heavy rainfalls caused by Typhoon Sanba, which had a direct impact on Korea between September 17 and 18, on the water level variations downstream in mountainous streams. In addition, the drainage basin of Samcheok Oship stream was chosen as the object of this study. This study analyzed the flood level by applying HEC-RAS model. The observed water level measured in 2012 and the water level simulated by HEC-RAS model showed similar results. In addition, the simulation results showed the maximum flood level was 5.32m the mean flow velocity was 2.33m/sec and the maximum channel water depth was 7.51m. The analysis showed that the heavy rainfalls caused by Typhoon Sanba had an impact on the water surface elevation in Oship stream. The final results from this study will give a reasonable and important data to perform the Design of Hydraulic Structure.
Keywords
Level Variation; HEC-RAS; Hydraulic Modeling; Oship Stream;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 김극수, 김지성, 김원, "1차원 하천흐름 해석 모형 의 비교분석", 한국수자원학회지, 제42권, 제7호, pp.57-61, 2009.
2 NWS, Evaluation of Difference Hydraulic Models in Support of National Weather Service Operations, Final Report of the Hydraulic Model Evaluation Team, NWS, NOAA, 2007.
3 http://www.hec.usace.army.mil
4 장인수, 박기범, "HEC-RAS를 이용한 남한강 수계의 수리모델링에 관한 연구", 한국산업응용학회논문집, 제8권, 제4호, pp.213-220, 2005.
5 정재훈, 이승영, 신정윤, 김병찬, 이종석, "HECRAS를 이용한 대규모하천의 홍수위 분석", 한국 콘텐츠학회2012 춘계종합학술대회 논문집, 토목& 건축콘텐츠, pp.115-116, 2012.
6 임종철, 김문모, 여운광, 지운, "HEC-RAS를 이용한 탄천의 조도계수 분석", 2007년 대한토목학회 정기학술대회 논문집, 수공분야, pp.1977-1977, 2007.
7 F. Pappenberger, K. Beven, M. Horrittb, and S. Blazkova, "Uncertainty in the calibration of effective roughness parameters in HEC-RAS using inundation and downstream level observations," J. of Hydrology, Vol.302, pp.46-49, 2005.   DOI   ScienceOn
8 Leticia B. Rodriguez, Pablo A. Cello, Carlos A. Vionnet, and David Goodrich, "Fully conservative coupling of HEC-RAS with MODFLOW to simulate stream aquifer interactions in a drainage basin," J. of Hydrology, Vol.353, pp.129-142, 2008.   DOI   ScienceOn
9 USACE-HEC, Hydrologic Modeling HEC-RAS User's Manual, 2006.
10 김병찬, 이종석, "하천 복원 후의 홍수위 안정성 검토", 한국콘텐츠학회논문집, 제9권, 제10호, pp.417-423, 2009.   과학기술학회마을   DOI   ScienceOn
11 정윤민, 강우자료 적용방법이 홍수유출에 미치는 영향-삼척 오십천 유역을 중심으로-, 삼척대학교 산업대학원, 2005.
12 http://www.wamis.go.kr
13 http://www.hrfco.go.kr/html/flood/realTime_2_7.jsp