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Modelling of Flood Wave Propagation with Wet-dry Front by One-dimensional Diffusive Wave Equation

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Języki publikacji
EN
Abstrakty
EN
A full dynamic model in the form of the shallow water equations (SWE) is often useful for reproducing the unsteady flow in open channels, as well as over a floodplain. However, most of the numerical algorithms applied to the solution of the SWE fail when flood wave propagation over an initially dry area is simulated. The main problems are related to the very small or negative values of water depths occurring in the vicinity of a moving wet-dry front, which lead to instability in numerical solutions. To overcome these difficulties, a simplified model in the form of a non-linear diffusive wave equation (DWE) can be used. The diffusive wave approach requires numerical algorithms that are much simpler, and consequently, the computational process is more effective than in the case of the SWE. In this paper, the numerical solution of the one-dimensional DWE based on the modified finite element method is verified in terms of accuracy. The resulting solutions of the DWE are compared with the corresponding benchmark solution of the one-dimensional SWE obtained by means of the finite volume methods. The results of numerical experiments show that the algorithm applied is capable of reproducing the reference solution with satisfactory accuracy even for a rapidly varied wave over a dry bottom.
Rocznik
Strony
111–--125
Opis fizyczny
Bibliogr. 33 poz., rys., tab.
Twórcy
  • Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, ul. G. Narutowicza 11/12, 80-233 Gdańsk, Poland
Bibliografia
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  • Bates P. D., Horrit M. S., Fewtrell T. J. (2010) A simple inertial formulation of the shallow water equations for efficient two-dimensional flood inundation modelling, Journal of Hydrology, 387, 33-45.
  • Begnudelli L., Sanders B. F. (2006) Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying, Journal of Hydraulic Engineering, 132 (4), 371-384.
  • Cunge J. A. (1975) Two-dimensional modeling of flood plains. [In]: K. Mahmood, and V. Yevjevich (eds.), Unsteady flow in open channels, vol. II, Water Resources Publications, Collins, Colorado, USA, 705-762.
  • Fletcher C. A. J. (1991) Computational techniques for fluid dynamics, vol. I, Springer-Verlag.
  • Gąsiorowski D.(2011) Solution of the dike-break problem using finite volume method and splitting technique, TASK Quarterly, 15 (3-4), 251-270.
  • Gąsiorowski D. (2013) Analysis of floodplain inundation using 2D nonlinear diffusive wave equation solved with splitting technique, Acta Geophysica, 61 (3), 668-689.
  • Gąsiorowski D. (2014) Impact of diffusion coefficient averaging on solution accuracy of the 2D nonlinear diffusive wave equation for floodplain inundation, Journal of Hydrology, 517, 923-935.
  • Gourgue O., Comblen R., Lambrechts J., Kärnä T., Legat V., Deleersnijder (2009) A flux-limiting wetting-drying method for finite-element shallow-water models, with application to the Scheldt Estuary, Advances in Water Resources, 32, 1726-1739.
  • Heniche M., Secretan Y., Boudreau P., Leclerc M. (2000) A two-dimensional finite drying-wetting shallow water model for rivers and estuaries, Advances in Water Resources, 23, 359-372.
  • Horritt M. S. (2002) Evaluating wetting and drying algorithms for finite element models of shallow water flow, International Journal for Numerical Methods in Engineering, 55, 835-851.
  • Horrit M. S., Bates P. D. (2002) Evaluation of 1D and 2D numerical models for predicting river flood inundation, Journal of Hydrology, 268, 87-99.
  • Hromadka T. V. (1985) Predicting Dam-Break Flood Depths Using A One-Dimensional Diffusion Model, Microsoftware For Engineers, 1 (1), 22-31.
  • Hromadka T. V., Yen C. C. (1986) A diffusion hydrodynamic model (DHM), Advances in Water Resources, 9, 118-170.
  • Hsu M. H., Chen S. H., Chang T. J. (2000) Inundation simulation for urban drainage basin with storm sewer system, Journal of Hydrology, 234, 21-37.
  • Lal A. M.W. (1998) Performance comparison of overland flow algorithms, Journal of Hydraulic Engineering, 124 (4), 342-349.
  • LeVeque R. J. (2002) Finite volume methods for hyperbolic problems, Cambrige University Press.
  • LeVeque R. J. (1997)Wave Propagation Algorithms for Multidimensional Hyperbolic Systems, Journal of Computational Physics, 131, 327-353.
  • Liang Q., Borthwick A. G. L. (2009) Adaptive quadtree simulation of shallow flow with wet-dry fronts over complex topography, Computers and Fluids, 38, 221-234.
  • Moussa R., Bocquillon C. (2009) On the use of the diffusive wave for modeling extreme flood events with overbank flow in the floodplain, Journal of Hydrology, 374, 116-135.
  • Neal J., Villanueva I.,Wright N.,Willis T., Fewtrell T., Bates P. (2011) How much physical complexity is needed to model flood inundation?, Hydrological Processes, 26 (15), 2264-2282.
  • Oritz P. (2013) Shallow water flows over flooding areas by a flux-corrected finite element method, Journal of Hydraulic Research, 52, 2, 241-252,
  • Prestininzi P. (2008) Suitability of the diffusive model for dam break simulation application to a CADAM experiment, Journal of Hydrology, 361, 172-185.
  • Singh V. P. (1996) Kinematic wave modeling in water resources, John Wiley & Sons, Inc. New York.
  • Szydłowski M. (2007) Mathematical modeling of flood waves in urban areas, Monographs of Gdansk University of Technology , vol. 86, Gdansk (in Polish).
  • Szydłowski M. (2008) Two-dimensional diffusion wave model for numerical simulation of inundation - Narew case study, Publs. Inst. Geophys. Pol. Acad. Sc., E-9, 405, 107-120.
  • Szydłowski M., Magnuszewski A. (2007) Free surface flow modeling in numerical estimation of flood risk zones: a case study, Gdansk, TASK Quarterly, 11 (4), 301-313.
  • Szymkiewicz R. (1995) Method to solve 1D unsteady transport and flowequations, Journal of Hydraulic Engineering ASCE, 121 (5), 396-403.
  • Szymkiewicz R. (2010) Numerical modeling in open channel hydraulics,Water Science and Technology Library, Springer, New York.
  • Szymkiewicz R., Gasiorowski D. (2012) Simulation of unsteady flow over floodplain using the diffusive wave equation and the modified finite element, Journal of Hydrology, 464-465, 165-167.
  • Tan W. (1992) Shallow water hydrodynamics, Elsevier, Amsterdam.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-651eae38-757b-4d9a-b64e-a78a8233175b
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