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地中海马耳他岛东南海岸的马尔萨什洛克港防波堤全长1,027米,前段695。1米为直立堤,后段331.6米为斜坡堤。防波堤护面工字块体的稳定试验分常规二维波浪水槽内的标准断面试验和对全堤工字型块体的整体三维模型试验,以便使两者相互验证。本文主要通过模型试验的研究来阐明马尔萨什洛克港防波堤护面工字块体,在设计外海波要素的条件下受正向和斜向波浪作用的稳定性。
The Marsaxlokk Harbor, on the south-eastern coast of the Mediterranean island of Malta, has a length of 1,027 meters, with 695.1 meters of upright dike on the front and 331.6 meters of dike on the back. The stability test of breakwater retaining block block is divided into the conventional two-dimensional corrugated flume standard section test and the overall three-dimensional model test of the full dike block so that the two can mutually verify each other. In this paper, we mainly study the model tests to illustrate the stability of block blocks in Marsaxlokk harbor breakwater with positive and diagonal waves under the condition of designing the outer sea wave elements.