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      하천-제내지의 상세 지형자료를 이용한 수해방지대책 적용 = Application of Flood Prevention Measures Using Detailed Topographic Data of River and Lowland

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      다국어 초록 (Multilingual Abstract)

      Recently, the incidence of flooding in Korea has decreased by the measures by central and local governments, however the scale of damage is increasing due to the improvement of living standard. One of the causes of such flood damage is natural causes such as rainfall exceeding the planned frequency of flood control under climate change. In addition, there are artificial causes such as encroachment of river spaces and management problems in upstream basins without consideration of downstream damage potential by regional development flood. In this study, in order to reduce the inundation damage caused by flooding of river, the situation at the time of inundation damage was reproduced by the detailed topographic data and 2D numerical model. Therefore, the effect of preparing various disaster prevention measures for the lowland was simulated in advance so that quantitative evaluation could be achieved. The target area is Taehwa river basin, where flooding was caused by the flooding of river waters caused by typhoon Chaba in October 2016. As a result of rainfall-discharge and two-dimensional analysis, the simulation results agree with the observed in terms of flood depth, flood arrival time and flooded area. This study examined the applicability of hydraulic analysis on river using two-dimensional inundation model, by applying detailed topographic data and it is expected to contribute to establish of disaster prevention measures.
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      Recently, the incidence of flooding in Korea has decreased by the measures by central and local governments, however the scale of damage is increasing due to the improvement of living standard. One of the causes of such flood damage is natural causes ...

      Recently, the incidence of flooding in Korea has decreased by the measures by central and local governments, however the scale of damage is increasing due to the improvement of living standard. One of the causes of such flood damage is natural causes such as rainfall exceeding the planned frequency of flood control under climate change. In addition, there are artificial causes such as encroachment of river spaces and management problems in upstream basins without consideration of downstream damage potential by regional development flood. In this study, in order to reduce the inundation damage caused by flooding of river, the situation at the time of inundation damage was reproduced by the detailed topographic data and 2D numerical model. Therefore, the effect of preparing various disaster prevention measures for the lowland was simulated in advance so that quantitative evaluation could be achieved. The target area is Taehwa river basin, where flooding was caused by the flooding of river waters caused by typhoon Chaba in October 2016. As a result of rainfall-discharge and two-dimensional analysis, the simulation results agree with the observed in terms of flood depth, flood arrival time and flooded area. This study examined the applicability of hydraulic analysis on river using two-dimensional inundation model, by applying detailed topographic data and it is expected to contribute to establish of disaster prevention measures.

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      참고문헌 (Reference)

      1 박세진, "하천과 제내지를 연계한 2차원 홍수범람 해석체계 구축 및 남강유역에의 적용" 한국방재학회 11 (11): 237-247, 2011

      2 김병현, "친수구역 안전성 평가를 위한 2차원 침수 해석" 한국방재학회 17 (17): 319-330, 2017

      3 이종태, "제방붕괴조건에 따른 도시하천의 홍수범람 특성 및 홍수지도 작성- 중랑천 시험유역을 중심으로 -" 한국수자원학회 39 (39): 383-394, 2006

      4 이을래, "낙동강 유역 수리학적 하도추적 모형 구축 및 적용(II) 홍수사상의 적용" 한국습지학회 8 (8): 83-96, 2006

      5 Ulsan Metropolitan City, "Taehwa River Basic Plan" 718-, 2009

      6 Sung, J. H., "Provision of Flood Prediction and Information in Waterfront Area" 48 (48): 44-50, 2015

      7 US Army Corps of Engineers Hydrologic Engineering Center, "Hydrologic Modeling System HEC-HMS User’s Manual"

      8 US Army Corps of Engineers Hydrologic Engineering Center, "HEC-RAS River Analysis System User’s Manual"

      9 Pappenberger, F., "Fuzzy Set Approach to Calibrating Distributed Flood Inundation Models Using Remote Sensing Observations" 3 : 2243-2277, 2006

      10 Liang, Q, "Flood Inundation Modeling with and Adaptive Quadtree Grid Shallow Water Equation Solver" ASCE 134 (134): 1603-1610, 2008

      1 박세진, "하천과 제내지를 연계한 2차원 홍수범람 해석체계 구축 및 남강유역에의 적용" 한국방재학회 11 (11): 237-247, 2011

      2 김병현, "친수구역 안전성 평가를 위한 2차원 침수 해석" 한국방재학회 17 (17): 319-330, 2017

      3 이종태, "제방붕괴조건에 따른 도시하천의 홍수범람 특성 및 홍수지도 작성- 중랑천 시험유역을 중심으로 -" 한국수자원학회 39 (39): 383-394, 2006

      4 이을래, "낙동강 유역 수리학적 하도추적 모형 구축 및 적용(II) 홍수사상의 적용" 한국습지학회 8 (8): 83-96, 2006

      5 Ulsan Metropolitan City, "Taehwa River Basic Plan" 718-, 2009

      6 Sung, J. H., "Provision of Flood Prediction and Information in Waterfront Area" 48 (48): 44-50, 2015

      7 US Army Corps of Engineers Hydrologic Engineering Center, "Hydrologic Modeling System HEC-HMS User’s Manual"

      8 US Army Corps of Engineers Hydrologic Engineering Center, "HEC-RAS River Analysis System User’s Manual"

      9 Pappenberger, F., "Fuzzy Set Approach to Calibrating Distributed Flood Inundation Models Using Remote Sensing Observations" 3 : 2243-2277, 2006

      10 Liang, Q, "Flood Inundation Modeling with and Adaptive Quadtree Grid Shallow Water Equation Solver" ASCE 134 (134): 1603-1610, 2008

      11 Ministry of Construction & Transportation, "Flood Control Ability Improvement Project of Dam" 459-, 2005

      12 Bradford, S. F., "Finite-Volume Model for Shallow-Water Flooding of Arbitrary Topography" ASCE 128 (128): 289-298, 2002

      13 Ulsan Metropolitan City, "Ecological River Development Project for Taehwa River" 718-, 2012

      14 Ulsan Metropolitan City, "Analysis of Flood Damage during Typhoon Chaba in Ulju-gun" 239-, 2017

      15 이상진, "1차원 부정류 모형을 활용한 낙동강 하류의 홍수 특성" 한국환경과학회 19 (19): 149-155, 2010

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.82 0.82 0.84
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.88 0.8 0.98 0.14
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