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Experimental study on the effect of gravity drainage system on beach stabilization

机译:重力排水系统对海滩稳定影响的试验研究

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In order to devleop a new beach preservatin technique which has two functions of protecitn gthe beach in a storm and enabling utilizaiton of beach druign calm sea,we cosider the system of controlign a groundwater level by buryign a permeable layer unde rthe foreshore.Since most of the ocmponents are buried underground,people on the beafch do not notice the presence of the syste,enabling preservation fo the beach in its most natural state.The greatest challenge of the system is,however,whether installation of the perfmeable layer alone will fully prevent erosion.Authors therefore conducte an eperiment to evaluate beach stabilitzation effect of the present system.The results indicates that the perfmeable layer buried in the sand cna prevent rise inthe groundawater level and the wave set-up.The critical wave height for the foreshore erosion is 1.66 times higher than that on the beach without the permeable layer.
机译:为了开发一种新的海滩防护技术,该技术具有在风暴中保护海滩和使海滩变质的平静海域得以利用的两个功能,我们考虑通过在海岸上埋藏可渗透层来控制地下水位的系统。阻塞者被埋在地下,beafch上的人们没有注意到该系统的存在,从而无法在最自然的状态下保护海滩。然而,该系统的最大挑战是,是否仅安装可渗透层就不能完全防止这种情况的发生。因此,作者进行了一个实验,以评估本系统的海滩稳定作用。结果表明,埋在沙子中的可渗透层阻止了地下水位的上升和波浪的形成。比没有渗透层的沙滩高1.66倍。

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