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A Study on the Urban Inundation Flooding Forecasting According to the Water Level Conditions

내수위 조건에 따른 도시내수침수 예보에 관한 연구

  • Choo, Tai-ho (Department of Civil and Environmental Engineering, Pusan National University) ;
  • Choo, Yean-moon (Department of Civil and Environmental Engineering, Pusan National University) ;
  • Jeon, Hae-seong (Department of Civil and Environmental Engineering, Pusan National University) ;
  • Gwon, Chang-heon (Department of Civil and Environmental Engineering, Pusan National University) ;
  • Lee, Jae-gyun (Department of Civil and Environmental Engineering, Pusan National University)
  • Received : 2019.03.21
  • Accepted : 2019.04.05
  • Published : 2019.04.30

Abstract

The frequency of natural disasters and the scale of damage are increasing due to the abnormal weather phenomenon occurring all over the world. As a result, as the hydrological aspect of the urban watershed changes, the increase in impervious area leads to serious domestic flood damage due to increased rainfall. In order to minimize the damage of life and property, domestic flooding prediction system is needed. In this study, we developed a flood nomogram capable of predicting flooding only by rainfall intensity and duration. This study suggests a method to set the internal water immersion alarm criterion by analyzing the characteristics of the flooding damage in the flooded area in the metropolitan area where flooding is highly possible and the risk of flooding is high. In addition, based on the manhole and the pipe, the water level was set as follows under the four conditions. 1) When manhole overflows, 2) when manhole is full, 3) when 70% of the pipe is reached, and 4) when 60% of the pipe is reached. Therefore, it can be used as a criterion and a predictive measure to cope with the pre-preparation before the flooding starts, through the rainfall that causes the flooding and the flooding damage.

전 세계적으로 발생하고 있는 이상기후현상으로 자연재해의 발생빈도와 피해규모가 증가하고 있는 추세이다. 이로 인하여 도시유역의 수문학적 양상이 변화함에 따라 불투수 면적 증가와 함께 증가된 호우로 심각한 내수침수 피해를 가져온다. 이에 인명 및 재산피해를 최소화하기 위하여 내수침수 예측체계가 필요하다. 본 연구에서는 강우강도와 지속시간만으로 침수예측이 가능한 Flood Nomogram을 개발하였다. 내수침수 발생가능이 매우 높고 침수 위험도가 높은 대도시내 침수예상 지역의 내수침수피해 특성을 분석하여 내수침수 예보 기준을 설정하는 방법을 제시하였다. 또한 우수맨홀과 우수관경을 기준으로 내수위를 4가지 조건하에 도시내수침수 예보 기준을 다음과 같이 설정하였다. 1) 우수맨홀이 넘칠 때, 2) 우수관경이 가득 찼을 때, 3) 우수관경의 70%에 도달했을 때, 그리고 4) 우수관경의 60%에 도달했을 경우이다. 따라서, 침수가 발생하기 시작하는 강우와 침수피해를 유발하는 강우사상을 통하여, 내수침수가 시작되기 전에 사전대비, 대응할 수 있는 기준과 예측하는 수단으로 활용할 수 있을 것으로 나타났다.

Keywords

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Fig. 1. Study Flowchart

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Fig. 2. Study Area

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Fig. 3. Study Area F-N

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Fig. 4. Comparison and verification of following time of probability rainfall

Table 1. Flooding Rainfall Intensity with Inundation Time According to the Water Level Conditions

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Table 2. Probability Rainfall Events (3hr duration)

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References

  1. M. H. Hsu, S. H. Chen, T. J. Chang, "Inundation simulation for urban drainage basin with storm sewer system", Journal of Hydrology, Vol.234, No.1-2, pp.21-37 June. 2000. DOI: https://doi.org/10.1016/S0022-1694(00)00237-7
  2. B. C. Phillips, S. Yu, G. R. Thompson, N. de Silva, "1D and 2D Modelling of Urban Drainage System using XP-SWMM and TUFLOW", International Conference on Urban Drain-age, Copenhagen, Denmark, Aug. 2005.
  3. H .J. Kim, Y. S. Cho, "Development of a Coupled Model for the Flood Inundation Simulation", Journal of Korea Water Resources Association, Vol.2005, No.1, pp.1047-1052, May. 2005.
  4. K. Y. Han, C. H. Lee, J. S. Kim, "Development and Verification of Inundation Model Considering Storm Sewers in Urban Area", Journal of Korea Water Resources Association, Vol.2005, No.1, pp.159-162 May. 2005.
  5. C. H. Lee, K. Y. Han, G. H. Choe, "DEM Based Urban Inundation Analysis Model Linked with SWMM", Journal of Korea Water Resources Association, Vol.39, No.5, pp.441-452, May. 2006. DOI: https://doi.org/10.3741/JKWRA.2006.39.5.441
  6. K. Y. Han, K. H. Ahn, W. H. Cho, K. T. Lee "2D Urban Inundation Analysis by Sub-Grid Scale Treatment", Journal of Korean Society of Civil Engineers, Vol.2007, No.10, pp.1329-1332, Oct. 2007.
  7. Guo, J. C. Y. James, "Risk-cost approach to interim drainage structure design", Journal of Water Resources Planning and Management, Vol.124, No.6, pp.330-333 1998. DOI: https://doi.org/10.1061/(asce)0733-9496(1998)124:6(330)
  8. M. H, Hsu, S. H. Chen, T. J. Chang, "Inundation simulation for urban drainage basin with storm sewer system", Journal of Hydrology, Vol.234, No.1-2, pp.21-37, June. 2000. DOI: https://doi.org/10.1016/s0022-1694(00)00237-7
  9. N. Pingel, D. Ford, "Interior Floodplain Flood-Damage Reduction Study", Journal of Water Resources Planning and Management, Vol.130, No.2, pp.123-130, Mar. 2004. DOI: https://doi.org/10.1061/(asce)0733-9496(2004)130:2(123)
  10. A. H. Elliott, S. A. Trowsdale, "A review of models for low impact urban stormwater drainage", Environmental Modelling & Software, Vol.22, No.3, pp.394-405, Mar. 2007. DOI: https://doi.org/10.1016/j.envsoft.2005.12.005
  11. N. S. Hsu, C. L. Huang, C. C. Wei, "Intelligent real-time operation of a pumping station for an urban drainage system", Journal of Hydrology, Vol.489, pp.85-97, May. 2013. DOI: https://doi.org/10.1016/j.jhydrol.2013.02.047