• Title/Summary/Keyword: Sadang-cheon

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Simulation and analysis of urban inundation using the integrated 1D-2D urban flood model (1D-2D 통합 도시 침수 해석 모형을 이용한 침수 원인 분석에 관한 연구)

  • Lee, Seungsoo;Noh, Seong Jin;Jang, Cheolhee;Rhee, Dong Sop
    • Journal of Korea Water Resources Association
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    • v.50 no.4
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    • pp.263-275
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    • 2017
  • Integrated numerical approaches with physically-based conceptualization are required for accurate urban inundation simulation. In this study, we described, applied and analyzed an integrated 1-dimensional (1D) sewerage system and 2-dimensional (2D) surface flow model, which was suggested by Lee et al. (2015). This model was developed based on dual-drainage concept, and uses storm drains as an discharge exchange spot rather than manholes so that interaction phenomena between surface flow and sewer pipe flow are physically reproduced. In addition, the building block concept which prevents inflows from outside structures is applied in order to consider building effects. The capability of the model is demonstrated via reproducing the past flooding event at the Sadang-cheon River catchment, Seoul, South Korea. The results show the plausible causes of the inundation could be analysed in detail by integrated 1D-2D modeling.

Mapping Inundation Areas by Flash Flood and Developing Rainfall Standards for Evacuation in Urban Settings (GIS를 이용한 도시지역 돌발홍수 침수예상지도 작성 및 대피강우기준 개발)

  • Shin, Sang-Young;Yeo, Chang-Geon;Baek, Chang-Hyun;Kim, Yoon-Jong
    • Journal of the Korean Association of Geographic Information Studies
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    • v.8 no.4
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    • pp.71-80
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    • 2005
  • As local flash flood exceeding planned capacity occurs frequently, localized preparedness and response to flood inundation are increasingly important. Using XP-SWMM model and GIS techniques, this study analyzes inundation areas by local flash flood and develops rainfall standards for evacuation with the case of Sadang-Cheon area, a local stream and its nearby highly populated watershed in the southern part of metropolitan Seoul, Flood inundation areas overflowed from drainage systems are analyzed and mapped by amount of rainfall that is derived from reference levels of stream flow. Rainfall standards for evacuation are comprised of 'watch' (40mm/hr) in preparing for near-future inundation and 'evacuation' (65mm/hr) in responding to realized inundation. The methods suggested by this case study may be applied to other urban areas for sound flood prevention policy measures and thus risk minimization.

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