Comparison of hydrodynamic models of different complexities to model floods with emergency storage areas |
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| Authors: | Chandranath Chatterjee Saskia Förster Axel Bronstert |
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| Institution: | 1. Agricultural & Food Engineering Department, Indian Institute of Technology Kharagpur, Kharagpur - 721302, West Bengal, India;2. University of Potsdam, Department of Geo-ecology, Karl-Liebknecht-Str. 24-25, 14476 Golm, Germany |
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| Abstract: | A flood emergency storage area (polder) is used to reduce the flood peak in the main river and hence, protect downstream areas from being inundated. In this study, the effectiveness of a proposed flood emergency storage area at the middle Elbe River, Germany in reducing the flood peaks is investigated using hydrodynamic modelling. The flow to the polders is controlled by adjustable gates. The extreme flood event of August 2002 is used for the study. A fully hydrodynamic 1D model and a coupled 1D–2D model are applied to simulate the flooding and emptying processes in the polders and flow in the Elbe River. The results obtained from the 1D and 1D–2D models are compared with respect to the peak water level reductions in the Elbe River and flow processes in the polders during their filling and emptying. The computational time, storage space requirements and modelling effort for the two models are also compared. It is concluded that a 1D model may be used to study the water level and discharge reductions in the main river while a 1D-2D model may be used when the study of flow dynamics in the polder is of particular interest. Further, a detailed sensitivity analysis of the 1D and 1D–2D models is carried out with respect to Manning's n values, DEMs of different resolutions, number of cross-sections used and the gate opening time as well as gate opening/closing duration. Copyright © 2008 John Wiley & Sons, Ltd. |
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| Keywords: | flood emergency storage area hydrodynamic models 1D-model 1D-2D model |
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