Fig. 8From: A Lagrangian–Eulerian procedure for the coupled solution of the Navier–Stokes and shallow water equations for landslide-generated wavesSolitary wave example. a The mesh with interface at 10 m, 2700 elements. b The mesh with interface at 20m, \(3\,800\) elements. c Detail of the full mesh of the channel, \(20\,000\) elements. The slope has a dissipative effect and is acting as an absorbing boundaryBack to article page