Abstract
Sediment transport model in shallow water admits steady-state solutions in which the non-zero flux gradient is exactly balanced by the source term. In this paper, we develop high-order well-balanced central weighted essentially non-oscillatory schemes for the sediment transport model. In order to maintain the well-balanced property, we first reformulate the governing equations by an equivalent form and propose a novel reconstruction procedure for the Runge-Kutta flux. Rigorous theoretical analysis as well as extensive numerical examples all suggest that the present schemes preserve the well-balanced property. Moreover, the resulting schemes keep genuine high-order accuracy for general solutions.
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References
Vreugdenhil, C.B.: Numerical methods for shallow-water flow. Springer, Dordrecht (1995)
Grass, A.J.: Sediment transport by waves and currents, University College, London, Department of Civil Engineering (1981)
Rijn, L.C.V.: Principles of sediment transport in rivers, estuaries and coastal areas. Aqua Publications, The Netherlands (1993)
Fredsøe, J., Deigaard, R.: Mechanics of coastal sediment transport, Adv. Ser. Ocean Eng. 3. World Scientific, Hackensack (1992)
Xing, Y.L., Shu, C.-W., Noelle, S.: On the advantage of well-balanced schemes for moving-water equilibria of the shallow water equations. J. Sci. Comput 48, 339–349 (2011)
Greenberg, J.M., Leroux, A.Y.: A well-balanced scheme for the numerical processing of source terms in hyperbolic equations. SIAM J. Numer. Anal. 33, 1–16 (1996)
Greenberg, J.M., Leroux, A.Y., Baraille, R., Noussair, A.: Analysis and approximation of conservation laws with source terms. SIAM J. Numer. Anal. 34, 1980–2007 (1997)
Noelle, S., Xing, Y.L., Shu, C.-W.: High-order well-balanced schemes. In: Numerical methods for balance laws (G. Puppo and G. Russo eds). Quaderni di Matematica (2010)
Hudson, J., Sweby, P.K.: Formulations for numerically approximating hyperbolic systems governing sediment transport. J. Sci. Comput. 19, 225–252 (2013)
Črnjarić-žic, N., Vuković, S., Sopta, L.: Extension of ENO and WENO schemes to one-dimensional sediment transport equations. Comput. Fluids 33, 31–56 (2004)
Delis, A., Papoglou, I.: Relaxation approximation to bed-load sediment transport. J. Comput. Appl. Math. 213, 521–546 (2008)
Ozdemir, C.E., Hsu, T.J., Balachandar, S.: Simulation of fine sediment transport in oscillatory boundary layer. J. Hydro-Environ. Res. 3, 247–259 (2010)
Harada, E., Gotoh, H., Ikari, H., Khayyer, A.: Numerical simulation for sediment transport using MPS-DEM coupling model. Water. Resour. Adv. 000, 1–11 (2017)
Creed, M.J., Apostolidou, I.G., Taylor, P.H., Borthwick, A.G.L.: A finite volume shock-capturing solver of the fully coupled shallow water-sediment equations. Int. J. Numer. Meth. Fluids. 84, 509–542 (2017)
Perthame, B., Simeoni, C.: A kinetic scheme for the Saint-Venant system with a source term. Calcolo 38, 201–231 (2001)
Xing, Y., Shu, C.-W.: High order finite difference WENO schemes with the exact conservation property for the shallow water equations. J. Comput. Phys. 208, 206–227 (2005)
Xing, Y., Shu, C.-W.: High order well-balanced finite volumeWENOschemes and discontinuous Galerkin methods for a class of hyperbolic systems with source terms. J. Comput. Phys. 214, 567–598 (2006)
Xing, Y.: Exactly well-balanced discontinuous Galerkin methods for the shallow water equations with moving water equilibrium. J. Comput. Phys. 257, 536–553 (2014)
Li, G., Caleffi, V., Qi, Z.: A well-balanced finite difference WENO scheme for shallow water flow model. Math. Comput. Appl. 265, 1–16 (2015)
Xing, Y., Shu, C.-W.: High order well-balanced WENO scheme for the gas dynamics equations under gravitational fields. J. Sci. Comput. 54, 645–662 (2013)
Li, G., Xing, Y.: Well-balanced discontinuous Galerkin methods for the Euler equations under gravitational fields. J. Sci. Comput. 67, 493–513 (2016)
Li, G., Xing, Y.: High order finite volume WENO schemes for the Euler equations under gravitational fields. J. Comput. Phys. 316, 145–163 (2016)
Ghosh, D., Constantinescu, E.M.: Well-balanced, conservative finite difference algorithm for atmospheric flows. AIAA J. 54, 1370–1385 (2016)
Li, G., Xing, Y.: Well-balanced discontinuous Galerkin methods with hydrostatic reconstruction for the Euler equations with gravitation. J. Comput. Phys. 352, 445–462 (2018)
Zhou, J.G., Causon, D.M., Mingham, C.G., Ingram, D.M.: The surface gradient method for the treatment of source terms in the shallow-water equations. J. Comput. Phys. 168, 1–25 (2001)
Canestrelli, A., Siviglia, A., Dumbser, M., Toro, E.F.: Well-balanced high-order centred schemes for non-conservative hyperbolic systems. Applications to shallow water equations with fixed and mobile bed. Adv. Water. Resour. 32, 834–844 (2009)
Kesserwani, G., Liang, Q.H.: A discontinuous Galerkin algorithm for the two-dimensional shallow water equations. Comput. Meth. Appl. Mech. Eng. 199, 3356–3368 (2010)
Marino, Z.: Natural continuous extension of Runge-Kutta methods. Math. Comput. 46, 119–133 (1986)
Levy, D., Puppo, G., Russo, G.: Central WENO schemes for hyperbolic systems of conservation laws. Math. Model. Numer. Anal. 33, 54–71 (1999)
Acknowledgements
The authors acknowledge the support of the National Natural Science Foundation of PR China through Grants 41476101 and 11771228, the Natural Science Foundation of Shandong Province of PR China through Grants ZR2014DM017 and ZR2015PF002, and the Project for Scientific Plan of High Education in Shandong Province of PR China through Grants J12LI08. The forth author is supported by NSFC (No. 11301420), Natural Science Foundation of Jiangsu Province (No. BK20150373, BK20171237) and Suzhou Science and Technology Program (SZS201613).
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Appendices
Appendix A: The WENO reconstruction for the cell averages
Based on \({\overline {U}_{j}^{n}}\), we introduce a polynomial reconstruction
here R j (x) is a reconstruction polynomial on I j and χ j stands for a characteristic function on cell I j . So the staggered cell average \(\overline {U}_{j + 1/2}^{n}\) can be described by
To take conservation, high-order accuracy and non-oscillation into account, R j (x) can be written as
here Pj + k(x) is a polynomial of degree two on the stencil \(\mathcal {P}_{j+k} = \bigcup \limits _{l=-1}^{1}I_{j+k+l}\) and satisfy the following requirement:
The nonlinear weights \({w_{j}^{k}}\) in Eq. 28 can be computed as in [29]
where C k are linear weights in Table 1, ε is a small constant used here to avoid the denominator to be zero (we take ε as 10− 6 in this paper), and \(I{S_{j}^{k}}\) is the smoothness indicator used to measure the smoothness of Pj + k(x) on its corresponding stencil \(\mathcal {P}_{j+k}\), and can be computed as in [29]
Appendix B: The WENO reconstruction for K(x,U(x,t))
Herein, we write the reconstruction function for K(x,U(x,t)) denoted by T(x) on cell I j as follows
where Pj + k(x) is a reconstruction polynomial of degree two related to the corresponding stencils \(\mathcal {S}_{j+k} = \bigcup \limits _{l=-1}^{1}\{x_{j+k+l}\}\), whose coefficients are determined by the following interpolation conditions
The weight \({w_{j}^{k}}\) in Eq. 30 is computed as in Eq. 29, but the smoothness indicator \(I{S_{j}^{k}}\) is resulted from the point values of K j and linear weights C k are from in Table 1.
Appendix C: The WENO reconstruction for ξ(x)
With ξ j at hand, we can obtain a reconstruction function for ξ(x) denoted by Mj+ 1/2(x) of degree two on the staggered cell Ij+ 1/2. Then, the cell average of \(\bar {\xi }_{j + 1/2}\) on cell Ij+ 1/2 can be expressed by
With a similar procedure as in the Appendix A and the Appendix B, we can write Mj+ 1/2(x) as follows:
On the stencil \(\mathcal {S}_{j+m} = \bigcup \limits _{l=-1}^{1} \{x_{j+m+l}\}\), Nj + m(x) has the following form
with the coefficients being uniquely determined by the following interpolation requirements
with
Moreover, the nonlinear weight \({w_{j}^{m}}\) has the following form
and the corresponding smoothness indicator \(I{S_{j}^{m}}\) is described as follows
The linear weights C m are also documented in Table 1.
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Qian, S., Li, G., Shao, F. et al. Well-balanced central WENO schemes for the sediment transport model in shallow water. Comput Geosci 22, 763–773 (2018). https://doi.org/10.1007/s10596-018-9724-x
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DOI: https://doi.org/10.1007/s10596-018-9724-x