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Simplified two-dimensional numerical modelling of coastal flooding and example applications
Institution:1. School of Geographical Sciences, University of Bristol, University Road, Bristol, BS8 1SS, UK;2. School of Civil Engineering and Geosciences, University of Newcastle upon Tyne, Cassie Building, Newcastle upon Tyne, NE1 7RU, UK;3. School of Civil Engineering and the Environment and Tyndall Centre for Climate Change Research, Southampton University, Southampton. S017 1BJ, UK;4. Halcrow Ltd., Burderup Park, Swindon, Wiltshire, SN4 0QD, UK;5. HR Wallingford Ltd, Wallingford, UK;6. Department of Civil Engineering, University of Bristol, Queen''s Building, University Walk, Bristol, BS8 1TR, UK
Abstract:In this paper we outline the development and application of a simple two-dimensional hydraulic model for use in assessments of coastal flood risk. Such probabilistic assessments typically need evaluation of many thousands of model simulations and hence computationally efficient codes of the type described here are required. The code, LISFLOOD-FP, uses a storage cell approach discretized as a regular grid and calculates the flux between cells explicitly using analytical relationships derived from uniform flow theory. The resulting saving in computational cost allows fine spatial resolution simulations of regional scale flooding problems within minutes or a few hours on a standard desktop PC. The development of the code for coastal applications is described, followed by an evaluation of its performance against four test cases representing a variety of flooding problems at different scales. For three of these cases an observed flood extent is available to compare to model predictions. In each case the model is able to match the observed shoreline to within the error of the of the observed flow, topography and validation data and outperforms a non-model flood extent prediction made using a simple Geographical Information System (GIS) technique.
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