In this paper a non-hydrostatic and shock-capturing model for the simulation of wave-structure interaction and hydrodynamic phenomena (wave refraction, diffraction, shoaling and breaking) is proposed. The model is based on an integral formulation of the motion equations which are solved on a time dependent curvilinear coordinate system: a coordinate transformation maps the varying coordinates in the physical domain to a uniform transformed space. The motion equations are discretized by means of a shock-capturing numerical procedure based on high order WENO reconstructions. The solution procedure for the motion equations uses a five stage four order accurate Runge-Kutta (SSPRK) fractional- step method and applies a pressure corrector formulation in order to obtain a divergence-free velocity field at each stage. The proposed model is validated against two benchmark test cases and is used in order to analyse the effects that a submerged breakwater produces on wave motion.
A 3D shock-capturing model for free surface flow / Cannata, Giovanni; Lasaponara, Francesco; Camilli, Flaminia; Petrelli, Chiara; Gallerano, Francesco. - STAMPA. - 1:(2016), pp. 213-222. (Intervento presentato al convegno 11th International Conference on Advances in Fluid Mechanics tenutosi a Ancona, Italy nel 5 - 7 September, 2016) [10.2495/AFM160181].
A 3D shock-capturing model for free surface flow
CANNATA, Giovanni;LASAPONARA, FRANCESCO;CAMILLI, FLAMINIA;PETRELLI, CHIARA;GALLERANO, Francesco
2016
Abstract
In this paper a non-hydrostatic and shock-capturing model for the simulation of wave-structure interaction and hydrodynamic phenomena (wave refraction, diffraction, shoaling and breaking) is proposed. The model is based on an integral formulation of the motion equations which are solved on a time dependent curvilinear coordinate system: a coordinate transformation maps the varying coordinates in the physical domain to a uniform transformed space. The motion equations are discretized by means of a shock-capturing numerical procedure based on high order WENO reconstructions. The solution procedure for the motion equations uses a five stage four order accurate Runge-Kutta (SSPRK) fractional- step method and applies a pressure corrector formulation in order to obtain a divergence-free velocity field at each stage. The proposed model is validated against two benchmark test cases and is used in order to analyse the effects that a submerged breakwater produces on wave motion.File | Dimensione | Formato | |
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