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Hybrid numerical methods to solve shallow water equations for hurricane induced storm surge modeling
Affiliation:1. Hazen and Sawyer, 150 E. Campus View Boulevard, Suite 133, Columbus, OH, USA;2. Department of Civil, Environmental and Geodetic Engineering, The Ohio State University, Columbus, OH, USA;3. Columbia University, Applied Physics and Applied Mathematics Department, New York City, NY, USA;4. EMH & T Inc., 5500 New Albany Road, New Albany, OH, USA;1. Roma Tre University, Engineering Department, Via Vito Volterra, 62, Rome 00146, Italy;2. Infrastructure, Geomatics and Architecture Division, Faculty of Engineering, University of Nottingham, Nottingham NG7 2RD, UK;1. Virginia Institute of Marine Science, College of William & Mary, Center for Coastal Resource Management, 1375 Greate Road, Gloucester Point, VA 23062, USA;2. Helmholtz-Zentrum Geesthacht, Max-Planck-Straße 1, 21502 Geesthacht, Germany
Abstract:In this paper an efficient numerical method based on hybrid finite element and finite volume techniques to solve hurricane induced storm surge flow problem is presented. A segregated implicit projection method is used to solve the 2D shallow water equations on staggered unstructured meshes. The governing equations are written in non-conservation form. An intermediate velocity field is first obtained by solving the momentum equations with the matrix-free implicit cell-centered finite volume method. The nonlinear wave equation is solved by the node-based Galerkin finite element method. This staggered-mesh scheme is distinct from other conventional approaches in that the velocity components and auxiliary variables are stored at cell centers and vertices, respectively. The present model uses an implicit method, which is very efficient and can use a large time step without losing accuracy and stability.The hurricane induced wind stress and pressure, bottom friction, Coriolis effect, and tidal forcing conditions are implemented in this model. The levee overtopping option is implemented in the model as well. Hurricane Katrina (2005) storm surge has been simulated to demonstrate the robustness and applicability of the model.
Keywords:Shallow water equation  Storm surge  Finite volume  Finite element  Implicit matrix-free solver  Levee overtopping
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