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Development of flood inundation area GIS database for Samsung-1 drainage sector, Seoul, Korea

서울 삼성 1분구에 대한 침수면적 GIS 데이터베이스 구축

  • Oh, Minkwan (Department of Civil Engineering, Hongik University) ;
  • Lee, Dongryul (Korea Institute of Construction Technology, Water Resources Research Division) ;
  • Kwon, Hyunhan (Chonbuk National University) ;
  • Kim, Dongkyun (Department of Civil Engineering, Hongik University)
  • 오민관 (홍익대학교 토목공학과) ;
  • 이동률 (한국기술연구원 수자원.하천연구소) ;
  • 권현한 (전북대학교 토목공학과) ;
  • 김동균 (홍익대학교 토목공학과)
  • Received : 2016.09.23
  • Accepted : 2016.11.08
  • Published : 2016.12.31

Abstract

This study explains the GIS database of flood inundation area developed for Samsung-1 Drainage Sector, Seoul, Korea. The XP-SWMM dual drainage model was developed for the study area, and the time series observed at the watershed outlet was used to obtain the watershed time of concentration and to calibrate the XP-SWMM model. The rainfall scenario was developed by dividing the 40 minute watershed time of concentration into two 20-minute time steps and then applying the gradually increasing 5 mm/hr interval rainfall intensity to each of the time step up to 200 mm/hr, which is the probable maximum precipitation of the study area. The developed rainfall scenarios was used as the input of the XP-SWMM model to obtain the database of the flood inundation area. The analysis on the developed GIS database revealed that: (1) For the same increment of the rainfall, the increase of the flooded area can be different, and this was caused by topographic characteristics and spatial formation of pipe network of the study area; (2) For the same flooded area, the spatial extent can be significantly different depending on the temporal distribution of rainfall; and (3) For the same amount of the design rainfall, the flood inundation area and the extent can be significantly different depending on the temporal distribution of rainfall.

본 연구는 서울 삼성 1분구에 대하여 구축된 홍수 예, 경보 시스템의 한 부분인 침수면적 GIS 데이터베이스의 구축과정을 다룬다. XP-SWMM 모형을 대상 연구지역에 대하여 구축하였으며, 유역 출구에 위치한 관로에서 관측된 수위 시계열을 집중시간 산정 및 XP-SWMM 모형의 매개변수 교정에 활용하였다. 유역의 도달시간인 40분을 첫 20분, 나중 20분 두 개의 시간단계로 나누고, 가능최대강수량인 200 mm/hr 이하의 범위를 5 mm/hr 간격으로 나누어 침수를 일으키는 가능한 모든 강우 시나리오를 생성한 후, 이를 XP-SWMM 모형의 입력값으로 사용하여 침수면적의 GIS 데이터베이스를 구축하였다. 침수면적 데이터베이스의 분석을 통해 다음과 같은 결론을 얻었다: (1) 동일한 강우의 증가분에 대하여서도 침수면적이 급격 혹은 완만하게 증가할 수 있는데, 이는 홍수시 지표흐름이 지형과 관망의 공간적 분포에 큰 영향을 받기 때문이다; (2) 동일한 침수면적을 가진 경우라 할지라도 강우가 시간적으로 어떻게 분포하느냐에 따라 침수범위의 차이가 클 수 있다. (3) 동일한 설계강우량이라도 시간적 분포가 다르다면 침수면적 및 침수범위가 크게 다를 수 있다.

Keywords

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