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Numerical investigation of free surface elevation and celerity of solitary waves passing over submerged trapezoidal breakwaters

机译:潜入梯形防波堤上的孤立波自由表面高度和速度的数值研究

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In this paper, evolution of both free surface elevation and celerity of solitary wave interacting with submerged breakwater is numerically investigated by solving one-dimensional extended Boussinesq equations derived by Madsen and Sorensen. Spatial discretization is done by Galerkin finite element method (FEM) and for time integration, predictor-corrector method of Adams-Bashforth-Moulton is used. Propagation of solitary waves has been simulated over four different seabed slopes and computed results, compared against published work of Grilll et al. [17], indicate favorable agreement. Furthermore, a solitary wave with two different amplitudes is propagated over trapezoidal breakwater and evolution of free surface elevation is studied and validated. Finally, effects of side slopes of trapezoidal breakwater on wave characteristics has been investigated for 6 different slopes. It is clearly indicated that damping of the free surface elevation and celerity of the wave are strongly affected by the steepness of the breakwaters.
机译:本文通过求解由Madsen和Sorensen推导的一维扩展Boussinesq方程,数值研究了孤波与水下防波堤相互作用的自由表面高度和速度的演化。空间离散通过Galerkin有限元方法(FEM)进行,并且为了进行时间积分,使用了Adams-Bashforth-Moulton的预测器-校正器方法。与Grilll等人的已发表论文相比,已经在四个不同的海底斜坡上模拟了孤立波的传播并计算了结果。 [17],表示同意。此外,具有两个不同振幅的孤立波在梯形防波堤上传播,并研究和验证了自由表面高度的演变。最后,研究了6种不同坡度的梯形防波堤边坡对波浪特征的影响。清楚地表明,防波堤的陡峭度极大地影响了自由表面高程和波速的衰减。

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