海堤外坡坡度对波浪溢流量的影响*
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国家自然科学基金面上项目(51979098);江苏省自然科学基金面上项目(BK20181309)


Influence of seaward-side slope of a levee on discharge of combined wave and surge overtopping
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    摘要:

    针对极端海况下海堤外坡坡度对波浪溢流量的影响问题,开展了一系列水槽试验研究。通过比较不同外坡坡度下的波浪溢流量,剖析海堤外坡坡度对波浪溢流量的影响。研究发现:1)在-0.6<Rc/Hm0<0的范围内波浪溢流量受到海堤外坡坡度的显著影响;2)在此范围内,当海堤外坡坡度从1∶1.5变化到1∶4.25时,同等波浪条件下的波浪溢流越堤量呈现先减小后略有增加的趋势。依据试验结果给出了考虑海堤外坡坡度的波浪溢流量经验公式,可为极端工况下的海堤安全评估和防护提供参考依据。

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    A series of flume experiments are conducted to study the influence of the seaward-side slope of a levee on the discharge of combined wave and surge overtopping under extreme sea conditions. By comparing the discharges under different seaward-side slopes,this paper analyzes the influence of the seaward-side slope on the discharge of combined wave and surge overtopping. The following conclusions can be drawn from the study:1)In the range of -0.6<Rc/Hm0<0,the discharge of combined wave and surge overtopping is significantly affected by the seaward-side slope of the levee. 2)Within this range,when the seaward-side slope of the levee changes from 1∶1.5 to 1∶4.25,the discharge of combined wave and surge overtopping under the same wave condition first decreases and then increases slightly. With the experimental results as a basis,an empirical formula for the discharge of combined wave and surge overtopping considering the seaward-side slope of a levee is proposed to provide a reference for the safety assessment and protection of levees under extreme conditions.

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黄飞扬,潘 毅,周子骏,等.海堤外坡坡度对波浪溢流量的影响*[J].水运工程,2022(3):21-26.

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  • 在线发布日期: 2022-03-08
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