Coupling superposed 1D and 2D shallow-water models: Source terms in finite volume schemes

We study the superposition of 1D and 2D shallow-water equations with non-flat topographies, in the context of river-flood modeling. Since we superpose both models in the bi-dimensional areas, we focus on the definition of the coupling term required in the 1D equations. Using explicit finite volume schemes, we propose a definition of the discrete coupling term leading to schemes globally well-balanced (the global scheme preserves water at rest whatever if overflowing or not). For both equations (1D and 2D), we can consider independent finite volume schemes based on well-balanced Roe, HLL, Rusanov or other scheme, then the resulting global scheme remains well-balanced. We perform a few numerical tests showing on the one hand the well-balanced property of the resulting global numerical model, on the other hand the accuracy and robustness of our superposition approach. Therefore, the definition of the coupling term we present allows to superpose a local 2D model over a 1D main channel model, with non-flat topographies and mix incoming-outgoing lateral fluxes, using independent grids and finite volume solvers.

[1]  Carlos Parés,et al.  Well-balanced finite volume schemes for 2D non-homogeneous hyperbolic systems. Application to the dam-break of Aznalcóllar. , 2008 .

[2]  Enrique D. Fernández Nieto,et al.  A family of stable numerical solvers for the shallow water equations with source terms , 2003 .

[3]  N. Gouta,et al.  A finite volume solver for 1D shallow‐water equations applied to an actual river , 2002 .

[4]  Enrique D. Fernández-Nieto,et al.  A consistent intermediate wave speed for a well-balanced HLLC solver , 2008 .

[5]  E. Toro Shock-Capturing Methods for Free-Surface Shallow Flows , 2001 .

[6]  P. Rentrop,et al.  Mechanisms of coupling in river flow simulation systems , 2004 .

[7]  I. Yu. Gejadze,et al.  On a 2D 'zoom' for the 1D shallow water model: Coupling and data assimilation , 2007 .

[8]  G. G. Stokes "J." , 1890, The New Yale Book of Quotations.

[9]  Jérôme Monnier,et al.  Superposition of local zoom models and simultaneous calibration for 1D-2D shallow water flows , 2009, Math. Comput. Simul..

[10]  E. Miglio,et al.  Model coupling techniques for free-surface flow problems: Part II , 2005 .

[11]  Manuel Jesús Castro Díaz,et al.  On Well-Balanced Finite Volume Methods for Nonconservative Nonhomogeneous Hyperbolic Systems , 2007, SIAM J. Sci. Comput..

[12]  J. Cunge,et al.  Practical aspects of computational river hydraulics , 1980 .

[13]  E. Blayo,et al.  Revisiting open boundary conditions from the point of view of characteristic variables , 2005 .

[14]  Manuel Jesús Castro Díaz,et al.  Available Online at Www.sciencedirect.com Mathematical and So,snos ~__d,~ot" Computer Modelling the Numerical Treatment of Wet/dry Fronts in Shallow Flows: Application to One-layer and Two-layer Systems , 2022 .

[15]  Joël Marin,et al.  Dassflow v1.0: a variational data assimilation software for 2D river flows , 2007 .