珊瑚礁地形上胸墙波浪力大水槽试验
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TV139.25

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中央级公益性科研院所基本科研业务费专项(TKS160108);国家重点研发计划(2016YFC1402800);天津市科技服务业科技重大专项(16ZXFWGX00050);中国博士后科学基金(2017M613320)


Experimental study of wave forces on the seawall of coral reef in large wave flume
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    摘要:

    基于大比尺波浪水槽试验,开展了珊瑚礁地形上的波浪与斜坡堤相互作用试验。在不同水深和波浪条件下测量斜坡堤胸墙的水平力和浮托力,并与规范值进行对比。试验结果表明:胸墙的波浪力受波浪破碎后的堤前壅水、破碎波高和水流冲击的共同影响;胸墙水平力呈矩形分布,浮托力呈三角形分布;由于波浪在珊瑚岛礁上传播过程中的能量耗散,平均水平力和前趾浮托力试验结果均小于采用深水波要素计算的规范值,所提出的基于胸墙距礁缘的相对距离和礁盘上相对水深的波浪力修正系数,修正后的公式计算结果与试验值吻合较好。

    Abstract:

    Experiments on the interaction forces between waves and seawalls on reefs were conducted in the large wave flume of Tianjin Research Institute of Water Transport Engineering. Wave forces, including the horizontal and uplift pressure on seawalls, were measured at different water levels and wave conditions. The forces values were compared with those obtained by formulas in Hydrographic code for ports and waterways. The experimental results show that wave forces on seawalls were controlled by wave setup, wave height and wave induced flow after breaking. Horizontal pressure had a rectangular distribution while uplift pressure had a triangular distribution. The experimental values were less than those obtained by formulas using wave conditions in deep water. Correction coefficients based on the relative distance of seawalls and reef edge as well we the relative water depth on reefs were proposed. It has been demonstrated that values of the correction formula were in good agreement with the experimental results.

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陈松贵,陈汉宝,赵洪波,等.珊瑚礁地形上胸墙波浪力大水槽试验[J].河海大学学报(自然科学版),2019,47(1):65-70.(CHEN Songgui, CHEN Hanbao, ZHAO Hongbo, et al. Experimental study of wave forces on the seawall of coral reef in large wave flume[J]. Journal of Hohai University (Natural Sciences),2019,47(1):65-70.(in Chinese))

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  • 在线发布日期: 2019-01-24
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