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Numerical simulation of extreme flooding in a built-up area

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Języki publikacji
EN
Abstrakty
EN
Two numerical simulations of extreme (flash) flood propagation in an urban area are presented. The simulations are performed to recognize some specific features of flow in a built-up area. As the mathematical model of free surface unsteady water flow the shallow water equations are assumed. In order to solve the equations, a numerical scheme based on finite volume method is applied. For approximation of mass and momentum fluxes the Roe method is used. The calculations are examined against the experimental data. The measured variations of water depth at some control points of flooded area are available due to physical modelling. The experiments of model city flooding events were carried out at the hydraulic laboratory of ENEL-CESI in Milan (Italy) in a framework of EC IMPACT project. The aim of these experiments was to simulate a flood in the area where a building group representing a simplified city configuration was introduced.
Twórcy
  • Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, ul. Narutowicza 11/12, 80-952 Gdańsk, Poland, mszyd@pg.gda.pl
Bibliografia
  • Abbott M. B. (1979), Computational Hydraulics: Elements of the Theory of Free-Surface Flows, Pitman, London.
  • Bermudez A. and Vazquez M. E. (1994), Upwind methods for hyperbolic conservation laws with source terms, Computers and Fluids, 23, 1049–1071.
  • Glaister P. (1993), Flux difference splitting for open-channel flows, International Journal for Numerical Methods in Fluids, Vol. 16, 629–654.
  • Morris M. W. (editor) (2000), Final Report – Concerted Action on Dambreak Modelling, HR Wallingford Ltd., Wallingford.
  • Potter D. (1977), Computational Physics, PWN, Warsaw (in Polish).
  • Roe P. L. (1981), Approximate Riemann solvers, parameters vectors and difference schemes, Journal of Computational Physics, 43, 357–372.
  • Szydłowski M. (2001a), Two-dimensional shallow water model for rapidly and gradually varied flow, Archives of Hydro-Engineering and Environmental Mechanics, Vol. 48, No. 1, 35–61.
  • Szydłowski M. (2001b), Simulation of dam-break event in the Toce River Valley, Proceedings of the VII International Symposium on Water Management and Hydraulic Engineering, Miedzybrodzie Zywieckie, Poland, 103–110.
  • Szydłowski M. (editor) (2003), Mathematical Modelling of Dam-Break Hydraulic Effects, Monographs of Water Management Committee of Polish Academy of Science, Vol. 22, Warsaw.
  • Szymkiewicz R. (2000), Mathematical Modelling of Open Channel Flows, PWN, Warsaw (in Polish).
  • Testa G. (editor) (1999), Proceedings of CADAM Project Meeting, Milan, Italy.
  • Toro E. F. (1997), Riemann Solvers and Numerical Methods for Fluid Dynamics, Springer-Verlag, Berlin.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0034-0066
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