SOLUTION OF NONLINEAR UNBALANCED WAVE INTERACTION OF MANIFOLD-RAW WALL BARRIERS

In this paper, a numerical model has been built up that can be examine different hydrodynamic qualities of a Multiple-Row Curtain Wall-Pile sea wall for the nondirect Wave communication. The hypothetical model dependent on an Eigen Function Expansion Method and a Least Square Technique was created. To inspect the legitimacy of the created model, hypothetical outcomes have been determined for twofold Row Breakwaters with different blends of drafts of Curtain Walls, porosities among Piles, and separations between Rows. Correlations among estimation and hypothetical outcomes demonstrate that the scientific model satisfactorily replicates most of the significant highlights of the trial results. In general, the Transmission Coefficient diminishes with an expansion in relative water profundity, while the Reflection Coefficient a contrary pattern in their varieties