Tsunami run-up on the flat horizontal beach is studied by using the Benney shallow water equations. The dam-breaking flow includes vortexes, vertical shear flow and dissipation of momentum and energy on the front due to bore breaking. Propagating of hydrodynamics bores with breaking is analyzed by the mass, momentum and energy relations on the shock wave. Non dissipative wave front propagates faster than classical bore, while taking into account the dissipation and wave breaking leads to slowing of the wave front.
|Journal||Proceedings of the Coastal Engineering Conference|
|Publication status||Published - 2010 Dec 1|
|Event||32nd International Conference on Coastal Engineering, ICCE 2010 - Shanghai, China|
Duration: 2010 Jun 30 → 2010 Jul 5
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Ocean Engineering