سال انتشار: ۱۳۹۱

محل انتشار: دهمین همایش بین المللی سواحل، بنادر و سازه های دریایی

تعداد صفحات: ۱۲

نویسنده(ها):

Rasoul Memarzadeh – M.Sc. of civil engineering, K. N. Toosi university of Technology, Tehran, Iran,
Kourosh Hejazi – Assistant professor, K. N. Toosi university of Technology, Tehran, Iran

چکیده:

Non-breaking tsunami waves run-up on steep slopes can cause high damages to coastal structures. The estimation of the wave run-up rate caused by tsunami waves is important to understand the performance and safety issues of the breakwater in practice. In this paper, an Incompressible Smoothed Particle Hydrodynamics method (ISPH) method is utilized for the 2DV numerical modeling of nonlinear wave run-up on steep slopes. SPH is a meshless methodbased on particles, which is capable of high accurate modeling of free surface flows with large deformations. In developed model, mass and momentum conservation equations are solved in a Lagrangian form using a two-step fractional method. In the first step, Navier-Stokes equationsare solved to compute velocity components by omitting pressure term and in the absence ofincompressible condition. In the second step, the continuity constraint is satisfied and the resulting Poisson equation is solved to calculate pressure terms. Velocity values are then corrected and surface positions are computed. In the present model, a new technique is applied to allocate density to the particles for the calculations. By employing this technique, ISPH model is stabled. The developed ISPH model is first validated by the solitary wave propagation on the constant water depth and the corresponding results showed good agreement with analytical results. The convergence of the method and the sensitivity of relevant model parameters are discussed. Then validated model is used to study the run-up of solitary waves on steep slopes by considering a coastal breakwater for various wall steepnesses (i.e. 1:1, 2:1, 4:1, 8:1 and vertical wall)