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Advanced Modeling and Simulation in Engineering Sciences

Table 2 Solitary wave example

From: A Lagrangian–Eulerian procedure for the coupled solution of the Navier–Stokes and shallow water equations for landslide-generated waves

Interface position

10 m

20 m

30 m

40 m

2.48%

3.01%

3.12%

2.84%

  1. Wave amplitude errors computed at gauge 3 (x=170 m) for different positions of the SW interface. Reference solution: full PFEM simulation
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