Non-Hydrostatic Discontinuous/Continuous Galerkin Model for Wave Propagation, Breaking and Runup

被引:3
|
作者
Calvo, Lucas [1 ]
De Padova, Diana [2 ]
Mossa, Michele [2 ]
Rosman, Paulo [3 ]
机构
[1] Univ Tecnol Panama, Ctr Invest Hidraul & Hidrotecn, Panama City 081907289, Panama
[2] Polytech Univ Bari, DICATECh Dept Civil Environm Land Bldg Engn & Che, Via E Orabona 4, I-70125 Bari, Italy
[3] Univ Fed Rio de Janeiro, Dept Recursos Hidricos & Meio Ambiente DRHIMA, BR-21941901 Rio De Janeiro, RJ, Brazil
关键词
depth-integrated; discontinuous galerkin finite element method; non-hydrostatic; wave breaking; wave propagation; wave runup; NUMERICAL-SIMULATION; HYDRODYNAMICS; ALGORITHM; SOLVER; FLOWS;
D O I
10.3390/computation9040047
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
This paper presents a new depth-integrated non-hydrostatic finite element model for simulating wave propagation, breaking and runup using a combination of discontinuous and continuous Galerkin methods. The formulation decomposes the depth-integrated non-hydrostatic equations into hydrostatic and non-hydrostatic parts. The hydrostatic part is solved with a discontinuous Galerkin finite element method to allow the simulation of discontinuous flows, wave breaking and runup. The non-hydrostatic part led to a Poisson type equation, where the non-hydrostatic pressure is solved using a continuous Galerkin method to allow the modeling of wave propagation and transformation. The model uses linear quadrilateral finite elements for horizontal velocities, water surface elevations and non-hydrostatic pressures approximations. A new slope limiter for quadrilateral elements is developed. The model is verified and validated by a series of analytical solutions and laboratory experiments.
引用
收藏
页数:25
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