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Two-dimensional coupled mathematical modeling of fluvial processes with intense sediment transport and rapid bed evolution

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Abstract

Alluvial rivers may experience intense sediment transport and rapid bed evolution under a high flow regime, for which traditional decoupled mathematical river models based on simplified conservation equations are not applicable. A two-dimensional coupled mathematical model is presented, which is generally applicable to the fluvial processes with either intense or weak sediment transport. The governing equations of the model comprise the complete shallow water hydrodynamic equations closed with Manning roughness for boundary resistance and empirical relationships for sediment exchange with the erodible bed. The second-order Total-Variation-Diminishing version of the Weighted-Average-Flux method, along with the HLLC approximate Riemann Solver, is adapted to solve the governing equations, which can properly resolve shock waves and contact discontinuities. The model is applied to the pilot study of the flooding due to a sudden outburst of a real glacial-lake.

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References

  1. Zhang R J, Xie J H. Sedimentation Research in China—Systematic Selections. Beijing: China Water and Power Press, 1993

    Google Scholar 

  2. Zech Y, Spinewine B. Dam-break induced floods and sediment movement-state of the art and need for research. In: Proceedings of the First Workshop of EU Project IMPACT, HR Wallingford, 2002. 16–17

  3. Cenderelli D A, Wohl E E. Flow hydraulics and geomorphic effects of glacial-lake outburst floods in the Mount Everest region, Nepal. Earth Surf Proc Landf, 2003, 28: 385–407

    Article  Google Scholar 

  4. Cenderelli D A, Wohl E E. Peak discharge estimates of glacial-lake outburst floods and “normal” climatic floods in the mount Everest region, Nepal. Geomorphology, 2001, 40: 57–90

    Article  ADS  Google Scholar 

  5. O’Connor J E, Baker V R. Magnitudes and implications of peak discharges from glacial lake Missoula. Geol Soc Am Bull, 1992, 104: 267–279

    Article  Google Scholar 

  6. Baker V R, Benito G, Rudoy A N. Paleohydrology of late Pleistocene superflooding, Altai Mountains, Siberia. Science, 1993, 259(5093): 348–350

    Article  ADS  Google Scholar 

  7. Liu S Z, Li H X, Yan Y, et al. Assessment of bursting hazards of the ice lakes in Luozha county, Tibet. J Mount Sci, 2003, 12(1): 128–132

    MathSciNet  Google Scholar 

  8. Che T, Li X, Mool P K, et al. Monitoring glaciers and associated glacial lakes on the east slopes of mount Xixiabangma from remote sensing images. J Glaciol Geocryol, 2005, 12(6): 801–805

    Google Scholar 

  9. Liang L, Ni J R. Simulation of dike-break processes in the Yellow River. Sci China Ser E-Tech Sci, 2002, 45(6): 606–619

    Google Scholar 

  10. Zhang X Z, Wang G Q. Flow analysis and scour computation of the dike-break. J Sed Res, 2002, 1: 18–24

    Google Scholar 

  11. Zoppou C, Roberts S. Numerical solution of the two-dimensional unsteady dam break. Appl Math Model, 2000, 24: 457–475

    Article  MATH  Google Scholar 

  12. Valianil A, Caleffi V, Zanni A. Case study: Malpasset dam-break simulation using a two-dimensional finite volume method. J Hydraul Eng, ASCE, 2002, 128: 460–472

    Article  Google Scholar 

  13. Cao Z X, Pender G, Wallis S, et al. Computational dam-break hydraulics over erodible sediment bed. J Hydraul Eng, ASCE, 2004, 130: 689–703

    Article  Google Scholar 

  14. Simpson G, Castelltort S. Coupled model of surface water flow, sediment transport and morphological evolution. Comput Geosci, 2006, 32: 1600–1614

    Article  ADS  Google Scholar 

  15. Batchelor G. An Introduction to Fluid Dynamics. Cambridge: Cambridge University Press, 1967

    MATH  Google Scholar 

  16. Zyserman B J, Fredsoe J. Data analysis of bed concentration of suspended sediment. J Hydraul Eng, ASCE, 1994, 120(9): 1021–1042

    Article  Google Scholar 

  17. Billett S J, Toro E F. On WAF-type schemes for multidimensional hyperbolic conservation laws. J Comput Phys, 1997, 130: 1–24

    Article  MATH  ADS  MathSciNet  Google Scholar 

  18. Toro E F. Shock-Capturing Methods for Free-Surface Shallow Flows. England: Wiley, 2001

    MATH  Google Scholar 

  19. Sleigh P A, Gaskell P H, Berzins M, et al. An unstructured finite-volume algorithm for predicting flow in rivers and estuaries. Comput Fluids, 1998, 27: 479–508

    Article  MATH  Google Scholar 

  20. Hubbard M E, Dodd N. A 2D numerical model of wave run-up and overtopping. Coast Eng, 2002, 47: 1–26

    Article  Google Scholar 

  21. Cao Z X, Yue Z Y, Li X, et al. Two-dimensional mathematical modeling of flooding over erodible sediment bed. In: Proc. 32nd IAHR Congress, Venice, Italy, 2007

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Correspondence to ZhiXian Cao.

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Supported by the National Basic Research and Development Program of China (973 Program) (Grant No. 2007CB14106), the National Natural Science Foundation of China (Grant No. 50459001), and the Key Project of Chinese Academy of Sciences (Grant No. KZCX3-SW-357-02)

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Yue, Z., Cao, Z., Li, X. et al. Two-dimensional coupled mathematical modeling of fluvial processes with intense sediment transport and rapid bed evolution. Sci. China Ser. G-Phys. Mech. Astron. 51, 1427–1438 (2008). https://doi.org/10.1007/s11433-008-0135-1

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  • DOI: https://doi.org/10.1007/s11433-008-0135-1

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