【摘 要】
：
本文介绍了鲅鱼圈港防波堤断面模型试验情况,试验中对原设计方案的四个断面进行了认真研究并提出了修改意见。试验中进一步验证了斜坡堤的越浪经验公式,对传统的胸墙放置方式
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本文介绍了鲅鱼圈港防波堤断面模型试验情况,试验中对原设计方案的四个断面进行了认真研究并提出了修改意见。试验中进一步验证了斜坡堤的越浪经验公式,对传统的胸墙放置方式及波压力分布提出了看法,试验中对斜坡堤人工护面块体的稳定系数K_D和安放方式进行了探讨。
This paper introduces the Bayiquan port breakwater section model test situation, the test of the original design of the four sections of a serious study and put forward amendments. The empirical formula of over-wave of slope bank is further verified in this experiment. The traditional method of chest wall placement and wave pressure distribution is put forward. In the experiment, the stability factor K_D and placement method of artificial face block on slope bank are discussed.
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