不规则波作用下潜堤透射系数试验研究
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Experimental study on transmission coefficient of submerged breakwater under irregular wave action
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    摘要:

    针对波浪通过潜堤对堤后波高影响问题,采用物理模型试验方法,对不规则波作用下相对淹没深度、相对堤顶宽度、前后坡坡度和波陡对潜堤透射系数的影响进行研究,并根据试验数据拟合出不规则波作用下潜堤透射系数计算公式。结果表明,相对淹没深度、相对堤顶宽度或波陡越大,透射系数越小;当坡比在1:1.0~1:2.5范围内时,前后坡坡度对潜堤透射系数几乎无影响;对拟合公式与常用经验公式进行比较,结果表明拟合公式能较好地计算潜堤透射系数。

    Abstract:

    Aiming at the impact of waves passing over submerged breakwater on the wave height behind the breakwater,the physical model experiment method is employed to investigate the effects of relative submergence depth,relative crest width,slope gradients of the front and back slopes,and wave steepness on the transmission coefficient of the submerged breakwater under irregular wave action.Based on the experimental data,a formula for calculating the transmission coefficient of submerged breakwater under irregular wave conditions is fitted.The results show that the transmission coefficient decreases with increasing relative submergence depth,relative crest width,or wave steepness.When the slope gradients are within the range of 1:1.0 to 1:2.5,the front and back slope gradients have almost no effect on the transmission coefficient of the submerged breakwater.A comparison between the fitted formula and commonly used empirical formulas shows that the fitted formula can calculate the transmission coefficient of submerged breakwater well.

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王 聪.不规则波作用下潜堤透射系数试验研究[J].水运工程,2025(5):32-37.

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  • 在线发布日期: 2025-05-19
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