某直立式护岸挡浪墙顶高程设计与验证
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Design and validation of crown wall’s elevation of vertical revetment
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    摘要:

    顶部设置弧形返浪墙的直立式护岸的堤顶越浪量相对于不设弧形返浪墙的情况小,挡浪墙顶高程设计值可降低。以某直立式护岸挡浪墙顶高程设计为例,按照现行相关规范进行挡浪墙高程计算,然后根据相关文献提出的经验公式进行越浪量计算,为了确定最为经济、合理的挡浪墙顶高程,采用物理模型试验进行越浪量验证,对物模试验的实测越浪量及经验公式计算越浪量进行对比分析,最终确定弧形返浪墙顶高程。

    Abstract:

    The wave overtopping of vertical revetment with arc crown wall is reduced compared with the crown wall without arc,and the elevation of crown wall can be reduced too.Taking the design of the elevation of a vertical revetment’s crown wall as an example,the author calculates the elevation of crown wall in accordance with the current related specifications,and calculates also the wave overtopping according to the experiential formula proposed in some literatures.For the most economical and reasonable elevation of the crown wall,the wave overtopping is validated by physical model test,the measured wave overtopping by physical model test and the calculated wave overtopping according to the experiential formula are compared,and the elevation of the arc crown wall is determined ultimately.

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徐敏芝.某直立式护岸挡浪墙顶高程设计与验证[J].水运工程,2014(10):102-105.

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  • 在线发布日期: 2014-10-17
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