DOI QR코드

DOI QR Code

Performance Analysis of Grid Resolution and Storm Sewage Network for Urban Flood Forecasting

지표격자해상도 및 우수관망 간소화 수준에 따른 도시홍수 예측 성능검토

  • Sang Bo Sim (Dept. of Hydro Science and Engineering Research, Korea Institute of Civil Engineering and Building Technology) ;
  • Hyung-Jun Kim (Dept. of Hydro Science and Engineering Research, Korea Institute of Civil Engineering and Building Technology)
  • 심상보 (한국건설기술연구원 수자원하천연구본부) ;
  • 김형준 (한국건설기술연구원 수자원하천연구본부)
  • Received : 2023.12.04
  • Accepted : 2024.02.03
  • Published : 2024.02.29

Abstract

With heavy rainfall due to extreme weather causing increasing damage, the importance of urban flood forecasting continues to grow. To forecast urban flooding accurately and promptly, a sewer network and surface grid with appropriate detail are necessary. However, for urban areas with complex storm sewer networks and terrain structures, high-resolution grids and detailed networks can significantly prolong the analysis. Therefore, determining an appropriate level of network simplification and a suitable surface grid resolution is essential to secure the golden time for urban flood forecasting. In this study, InfoWorks ICM, a software program capable of 1D-2D coupled simulation, was used to examine urban flood forecasting performance for storm sewer networks with various levels of simplification and different surface grid resolutions. The inundation depth, inundation area, and simulation time were analyzed for each simplification level. Based on the analysis, the simulation time was reduced by up to 65% upon simplifying the storm sewer networks and by up to 96% depending on the surface grid resolution; further, the inundation area was overestimated as the grid resolution increased. This study provides insights into optimizing the simplification level and surface grid resolution for storm sewer networks to ensure efficient and accurate urban flood forecasting.

Keywords

Acknowledgement

This research was supported by Korea Environment Industry & Technology Institute (KEITI) through R&D Program for Innovative Flood Protection Technologies against Climate Crisis, funded by Korea Ministry of Environment(MOE)(2022003470001)

References

  1. A. L. Son, K. Y. Han and Y. J. Choi, "The Study on Inundation Analysis for Management of Emergency State in Urban Area", J. Korea Water Resour. Assoc., 2014.
  2. Y. H. Tak, Y. D. Kim, B. Kang and M. H. Park, "Sewer Overflow Simulation Evaluation of Urban Runoff Model according to Detailed Terrain Scale", Conference of J. Korea Water Resour. Assoc., Vol. 49, No. 6, pp. 519-528, 2016.
  3. K. Y. Han, K. H. Hong, W. H. Cho and C. H. Lee, "Urban Flood Inundation Analysis by DEM Grid Size", Conference of J. Korean Society of Civil Engineers, pp 287-290, 2006.
  4. S. H. Kwak, K. S. Lee, D. S. Rhee and S. W. Lyu, "A Study on Application of 2-Dimensional Flow Model to Inundation on Underground Space System", J. Korean Soci. Saf., Vol. 30, No. 6, pp. 78-84, 2015.
  5. E. T. Shin, S. E. Lee, T. S. Eum and C. G. Song, "Integrated Application of Stormwater Network Analysis Model and Surfacewater Inundation Analysis Model", J. Korean Soc. Saf., Vol. 33, No. 5, pp. 78-83, 2018.
  6. J. H. Lee, S. K. Kang, G. M. Yuk and Y. I. Moon, "Accuracy Evaluation of 2D Inundation Analysis Results of Simplified SWMM according to Sewer Network Scale", J. Korea Water Resour. Assoc., Vol. 52, No. 8, pp. 531-543, 2019.
  7. J. P. Park, T. U. Kang and S. H. Lee, "Evaluation of Accuracy Depending on Pipe Network Density in Urban Flood Inundation Analysis Using the SWMM", J. Korean Soc. Hazard Mitig, Vol. 17, No. 1, pp. 71-78, 2017.
  8. J. W. Choi and D. S. Kang, "Skeletonization Methods for Complex Water Distribution Network", J. Korea Water Resour. Assoc., Vol. 48, No. 10, pp. 845-855, 2015.
  9. S. S. Lee, P. Mary, K. S. Jung and Y. S. Kim, "Study on the Influence of Sewer Network Simplification on Urban Inundation Modelling Results", J. Korea Water Resour. Assoc., Vol. 51, No. 4, pp. 347-354, 2018.
  10. B. J. Lee and S. S. Yoon, "Development of Grid based Inundation Analysis Model (GIAM)", J. Korea Water Resour. Assoc., Vol. 50, No. 3, pp. 181-190, 2017.
  11. X. J. Cao and G. H. Ni, "Effect of Storm Network Simplification on Flooding Prediction with Varying Rainfall Conditions", IOP Conf. Ser.: Earth Environ. Sci., 44 012093, 2019.
  12. A. Farina, A. D. Nardo, R. Gargano, J. A. Werf and R. Greco, "A Simplified Approach for the Hydrological Simulation of Urban Drainage Systems with SWMM", Journal of Hydrology, Vol. 623, 2023.
  13. S. K. Godunov, "A Difference Scheme for Numerical Solution of Discontinuous Solution of Hydrodynamic Equations", Mat. Sb, Vol. 47, pp. 271-306, 1959. 
  14. F. Alcrudo and J. Mulet, "Urban Inundation Models Based Upon the Shallow Water Equations", Numerical and Practical Issues, In Proceedings of the Finite Volumes for Complex Applications IV. Problems and Perspectives, Marrakech, Morocco, Vol. 4, No. 8, pp. 1-12, 2005.
  15. Innovyze 2D Hydraulic Theory, "https://www.innovyze. com/en-us/blog/2d-hydraulic-theory", accessed on 07.03.2021.
  16. J. R. Shewchuk, "Triangle: Engineering a 2D Quality Mesh Generator and Delaunay Triangulator", Lect. Notes Comput. Sci., 1148, pp. 203-222, 1996.
  17. Y. H. Tak, Y. D. Kim, B. Kang and M. H. Park, "Sewer Overflow Simulatione Valuation of Urban Runoff Model according to Detailed terrain Scale", J. Korea Water Resour. Assoc., Vol. 49, No. 6, pp. 519-528, 2016.