Nghiên cứu khả năng truyền sóng của đê kết cấu cọc ly tâm đổ đá hộc trên mô hình máng sóng

Abstract

The paper presents the results of studying the wave transmission of  the Double-Row Pile Breakwater and wave parameters. The results show that this structure works effectively in case of  emerger, the wave transmission coefficient Kt = 0.3 ÷ 0.4, but the wave reflection coefficient is quite large Kr = 0.45 ÷ 0.6. The empirical formula of wave transmission coefficient was established for this structure.