Validation cases

Finite Volumes schemes accuracy

From: [Couderc, F., Madec, R., Monnier, J., & Vila, J. P. (2013). Dassfow V2.0: numerical schemes, user and developer guides. Research report university of Toulouse].
See also: [Monnier, J., Couderc, F., Dartus, D., Larnier, K., Madec, R., & Vila, J. P. (2016). Inverse algorithms for 2D shallow water equations in presence of wet dry fronts: Application to flood plain dynamics. Advances in Water Resources, 97, 11-24.]

1. Regularised dam break problem with friction and non-trivial topography. Regularised dam break problem with friction and non-trivial topography


2. With wet-dry front dynamics. With wet-dry front dynamics


3. Falling Gaussian (exact solution from [MacDonald’s et al. JHE 1997]). Falling Gaussian

DassFlow2d documentation is available on GitHub