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A well-balanced positivity preserving two-dimensional shallow flow model with wetting and drying fronts over irregular topography

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Abstract

This paper presents an improved well-balanced Godunov-type 2-D finite volume model with structured grids to simulate shallow flows with wetting and drying fronts over an irregular topography. The intercell flux is computed using a central upwind scheme, which is a Riemann-problem-solver-free method for hyperbolic conservation laws. The nonnegative reconstruction method for the water depth is implemented to resolve the stationary or wet/dry fronts. The bed slope source term is discretized using a central difference method to capture the static flow state over the irregular topography. Second-order accuracy in space is achieved by using the slope limited linear reconstruction method. With the proposed method, the model can avoid the partially wetting/drying cell problem and maintain the mass conservation. The proposed model is tested and verified against three theoretical benchmark tests and two experimental dam break flows. Further, the model is applied to predict the maximum water level and the flood arrival time at different gauge points for the Malpasset dam break event. The predictions agree well with the numerical results and the measurement data published in literature, which demonstrates that with the present model, a well-balanced state can be achieved and the water depth can be nonnegative when the Courant number is kept less than 0.25.

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References

  1. Haltas I., Elci S., Tayfur G. Numerical simulation of flood wave propagation in two-dimensions in densely populated Urban Areas due to dam break [J]. Water Resources Management, 2016, 30 (15): 5699–5721.

    Article  Google Scholar 

  2. Haltas I., Tayfur G., Elci S. Two-dimensional numerical modeling of flood wave propagation in an urban area due to Urkmez dam-break, Izmir, Turkey [J]. Natural Hazards, 2016, 81 (3): 2103–2119.

    Article  Google Scholar 

  3. Li P. W., Fan C. M. Generalized finite difference method for two-dimensional shallow water equations [J]. Engineering Analysis with Boundary Elements, 2017, 80: 58–71.

    Article  MathSciNet  MATH  Google Scholar 

  4. Bellos V., Tsakiris G. Comparing various methods of building representation for 2D flood modelling in built-up areas [J]. Water Resources Management, 2015, 29 (2): 379–397.

    Article  Google Scholar 

  5. Duran A., Marche F. Recent advances on the discontinuous Galerkin method for shallow water equations with topography source terms [J]. Computers and Fluids, 2014, 101: 88–104.

    Article  MathSciNet  MATH  Google Scholar 

  6. Zhang M., Xu Y., Yang Q. et al. Numerical simulation of flow and bed morphology in the case of dam break floods with vegetation effect [J]. Journal of Hydrodynamics, 2016, 28 (1): 23–32.

    Article  Google Scholar 

  7. Begnudelli L., Sanders B. F. Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying [J]. Journal of Hydraulic Engineering, ASCE, 2007, 133 (3): 312–22.

    Article  Google Scholar 

  8. Liang Q., Marche F. Numerical resolution of well-balanced shallow water equations with complex source terms [J]. Advances in Water Resources, 2009, 32 (6): 873–884.

    Article  Google Scholar 

  9. Toro E. F. Shock-capturing methods for free-surface shallow flows [M]. New York, USA: Wiley and Sons, 2001.

    Google Scholar 

  10. Wu G., He Z., Liu G. Development of a cell-centered godunov-type finite volume model for shallow water flow based on unstructured mesh [J]. Mathematical Problems in Engineering, 2014, 1–15.

    Google Scholar 

  11. Fang K., Yin J., Sun J. et al. A numerical model for landslide-generated waves based on two-dimensional shallow water equations [J]. Advance in Water Science, 2017, 28 (1): 96–105 (in Chinese).

    Google Scholar 

  12. Zhou J. G., Causon D. M., Mingham C. G. et al. The surface gradient method for the treatment of source terms in the shallow-water equations [J]. Journal of Computational Physics, 2001, 168 (1): 1–25.

    Article  MathSciNet  MATH  Google Scholar 

  13. Liang Q., Borthwick A. G. L. Adaptive quadtree simulation of shallow flows with wet-dry fronts over complex topography [J]. Computers and Fluids, 2009, 38 (2): 221–34.

    Article  MathSciNet  MATH  Google Scholar 

  14. Duran A., Liang Q., Marche F. On the well-balanced numerical discretization of shallow water equations on unstructured meshes [J]. Journal of Computational Physics, 2013, 235: 565–586.

    Article  MathSciNet  MATH  Google Scholar 

  15. Liang Q. Flood simulation using a well-balanced shallow flow model [J]. Journal of Hydraulic Engineering, ASCE, 2010, 136 (9): 669–75.

    Article  Google Scholar 

  16. Audusse E., Bouchut F., Bristeau M. O. et al. A fast and stable well-balanced scheme with hydrostatic reconstruction for shallow water flows [J]. SIAM Journal on Scientific Computing, 2004, 25 (6): 2050–2065.

    Article  MathSciNet  MATH  Google Scholar 

  17. Kurganov A., Petrova G. A second-order well-balanced positivity preserving central-upwind scheme for the Saint-Venant system [J]. Communications in Mathematical Sciences, 2007, 5 (1): 133–160.

    Article  MathSciNet  MATH  Google Scholar 

  18. Kurganov A., Levy D. Central-upwind schemes for the saint-venant system [J]. Esaim Mathematical Modelling and Numerical Analysis, 2010, 36 (3): 397–425.

    Article  MathSciNet  MATH  Google Scholar 

  19. Singh J., Altinakar M. S., Ding Y. Two-dimensional numerical modeling of dam-break flows over natural terrain using a central explicit scheme [J]. Advances in Water Resources, 2011, 34 (10): 1366–1375.

    Article  Google Scholar 

  20. Bollermann A., Chen G., Kurganov A. et al. A well-balanced reconstruction of wet/dry fronts for the shallow water equations [J]. Journal of Scientific Computing, 2013, 56 (2): 267–290.

    Article  MathSciNet  MATH  Google Scholar 

  21. Song L., Zhou J., Guo J. et al. A robust well-balanced finite volume model for shallow water flows with wetting and drying over irregular terrain [J]. Advances in Water Resources, 2011, 34 (7): 915–932.

    Article  Google Scholar 

  22. Hu K., Mingham C. G., Causon D. M. Numerical simulation of wave overtopping of coastal structures using the non-linear shallow water equations [J]. Coastal Engineering, 2000, 41 (4): 433–465.

    Article  Google Scholar 

  23. Wang Y., Liang Q., Kesserwani G. et al. A 2D shallow flow model for practical dam-break simulations [J]. Journal of Hydraulic Research, 2011, 49 (3): 307–316.

    Article  Google Scholar 

  24. Valiani A., Caleffi V., Zanni A. Case study: Malpasset dam-break simulation using a two-dimensional finite volume method [J]. Journal of Hydraulic Engineering, ASCE, 2002, 128 (5): 460–472

    Article  Google Scholar 

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Correspondence to Zhi-guo He  (贺治国).

Additional information

Project supported by Natural Science Foundation of Zhejiang Province (Grant No. LR16E090001), the Research Funding of Shenzhen City (Grant No. JCYJ20160425164642646) and the Zhejiang Province Science and Technology Research Funding (Grant No. 2015C03015).

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Wu, Gf., He, Zg., Zhao, L. et al. A well-balanced positivity preserving two-dimensional shallow flow model with wetting and drying fronts over irregular topography. J Hydrodyn 30, 618–631 (2018). https://doi.org/10.1007/s42241-018-0069-7

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  • DOI: https://doi.org/10.1007/s42241-018-0069-7

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