Articles | Volume 383
https://doi.org/10.5194/piahs-383-185-2020
https://doi.org/10.5194/piahs-383-185-2020
Post-conference publication
 | 
16 Sep 2020
Post-conference publication |  | 16 Sep 2020

Urban flood modelling in Qiqihar city based on MIKE flood

Jiahong Liu, Zejin Li, Weiwei Shao, Dianyi Yan, and Chao Mei

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Cited articles

Beck, J.: Comparison of three methodologies for quasi-2D river flood modeling with SWMM5, J. Water Manag. Model., C402, https://doi.org/10.14796/JWMM.C402, 2016. 
Caleffi, V., Valiani, A., and Zanni, A.: Finite volume method for simulating extreme flood events in natural channels, J. Hydraul. Res., 41, 167–177, https://doi.org/10.1080/00221680309499959, 2003. 
Chen, J., Hill, A. A., and Urbano, L. D.: A GIS-based model for urban flood inundation, J. Hydrol., 373, 184–192, https://doi.org/10.1016/j.jhydrol.2009.04.021, 2009. 
Danish Hydraulic Institute: MIKE 11 User Manual, Danish Hydraulic Institute, Copenhagen, 2012a. 
Danish Hydraulic Institute: MIKE 21 User Manual, Danish Hydraulic Institute, Copenhagen, 2012b. 
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Short summary
A 2D hydrodynamic model was established based on MIKE Flood, which could simulate the flooding submergence from a burst levee. The flood risks in the urban area were quantitatively evaluated for several scenarios including burst levee, proactive flood diversion and their combinations. The results could provide scientific supports for urban flood risk analysis, flood dispatching and management. The methodology has been applied in Qiqihar, which is one of the main cities in northeast China.
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