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Numerical simulation of rapidly varied water flow in the "Wild River" type water slide

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Języki publikacji
EN
Abstrakty
EN
The numerical analysis of the water flow along the 'Wild River' type water slide is presented. As the mathematical model of the free surface flow shallow water equations are assumed. In order to solve the equations, when transient, rapidly varied flow is present, the numerical scheme based on finite volume method is applied. The numerical simulation of water slide flow is computed on unstructured, triangular mesh. The results of calculation are examined against flow parameters observed on the real object installed in water park in Sopot. Generally good agreement between measured and calculated results was observed. Moreover, the calculations are compared to experimental data available due to physical modelling. As the similarity between physical phenomena of flow within water slide and in the river valley after dam-break event is observed, the investigation was realized within the framework of the State Committee for Scientific Research 6P06S04121 project.
Twórcy
  • Gdańsk University of Technology, Faculty of Hydro- and Environmental Engineer-ing, ul. Narutowicza 11/12, 80-952 Gdańsk, Poland
  • Gdańsk University of Technology, Faculty of Hydro- and Environmental Engineer-ing, ul. Narutowicza 11/12, 80-952 Gdańsk, Poland
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.
  • Burzyński K. and Szydlowski M. (2002), Physical Modelling of Water Flow in 'Wild River' Type Water Slide, Archives of Hydro-Engineering and Environmental Mechanics, Gdansk, XLLX, No. 4,37-54.
  • Cunge J. A., Holly Jr E M., Verwey A. (1980), Practical Aspects of Computational River Hydraul-ics, Pitman, London.
  • Glaister P. (1993), Flux Difference Splitting for Open-Channel Flows, Int. Journal for Numerical Methods in Fluids, 16,629-654.
  • Roe P. L. (1981), Approximate Riemann Solvers, Parameters Vectors and Difference Schemes, Journal of Computational Physics, 43,357-372.
  • Szydłowski M. (1998), Numerical Simulation of Rapidly Varied Flow with Discontinuities, PhD thesis, Gdańsk University of Technology (in Polish).
  • Szydłowski M. (2001), Two-dimensional Shallow Water Model for Rapidly and Gradually Varied Flow, Archives of Hydro-Engineering and Environmental Mechanics, Gdansk, 48, No. 1, 35-61.
  • Szydłowski M. (2002), Modeling of Dam-Break Water Flow, Agricultural University of Wroclaw, Wrocław, No. 437,321-331 (in Polish)
  • Toro E. F. (1997), Riemann Solvers and Numerical Methods for Fluid Dynamics, Springer-Verlag, Berlin.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0021-0003
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