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Feasibility of Full Saint-Venant River Routing at Coarse Resolution in a Large-Scale Hydrological Model

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Large-scale river routing models often simplify the Saint-Venant equations to limit computational cost. As routing grids are refined, these simplifications may become less appropriate, especially in low-slope reaches where inertia and pressure-gradient effects can influence flood-wave propagation and water levels. This study asks whether the full Saint-Venant equations can be used in a large-scale river routing model (RRM) at coarse spatial resolution, and whether this feasibility depends on the numerical formulation used to solve them. Two full Saint-Venant formulations are implemented in the CTRIP RRM and compared with the operational kinematic routing formulation. The first follows hydraulic practice and solves the coupled continuity and momentum equations with a Preissmann scheme. The second follows a routing-oriented strategy and solves a water-storage balance followed by the full momentum equation using a Crank-Nicolson discretization and a Gauss-Seidel iterative solver. The schemes are evaluated using idealized river test cases and a 20-year simulation over the Adour catchment in southwestern France at 1/12° resolution. Results show that full Saint-Venant routing is feasible under RRM constraints, but that feasibility depends on the numerical formulation. The coupled hydraulic formulation based on a Preissmann scheme is accurate in idealized cases but does not complete the realistic 20-year simulation in its current implementation, due to numerical failures under low-water and steep-slope conditions. The uncoupled full-momentum formulation completes the long simulation when using a 60s routing time step. Compared with kinematic routing, it produces more dynamically consistent downstream water levels, while differences in daily discharge remain limited at the basin scale.

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