首页|岛礁护岸结构裂缝缺陷内脉动压强特征试验研究

岛礁护岸结构裂缝缺陷内脉动压强特征试验研究

Experimental Study on Pulsating Pressure Characteristics in Crack Defects of Revetment Structure on Coral Reefs

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波浪作用下珊瑚礁礁坪上会产生高速波生流,在高速水流的冲击下岛礁护岸结构易发生破坏、失稳.因此,开展了珊瑚礁礁坪上波生流与有裂缝缺陷护岸结构相互作用的物理模型试验,对裂缝内脉动压强的频谱密度、特征值分布、强度分布等特征进行了研究和分析,揭示了护岸结构裂缝缺陷内脉动压强的变化规律.研究表明,礁坪上护岸结构裂缝缺陷特征位置处脉动压强的主频值与入射波频率对应.护岸结构上、下部沉箱间的裂缝入口处脉动压强分布较为平稳,沿裂缝缺陷逐渐延伸分布的各测点脉动压强脉动剧烈程度提升,且复杂湍流在裂缝缺陷内发生扩散且于垂直方向摆动幅度提升.同时,湍流的脉动作用在裂缝缺陷内形成的负压持续增大,导致中间位置脉动压强均方根值突增,突变数值约为入口附近 7 倍.当礁坪长度分别取 1m、2m 和 3m 时,裂缝缺陷内中间位置处脉动压强系数分别约为入口处的 1.59 倍、1.49 倍和 1.46 倍.裂缝缺陷内沿程各测点位置处的脉动压强系数对于大坡度礁前斜坡更为敏感,且礁前斜坡率越大,脉动压强系数越大.存在 1 个临界坡度,当礁前斜坡率大于临界坡度且礁上相对淹没度位于 0.61~1.04 时,脉动压强系数值下降约 34%;当礁前斜坡率小于临界坡度时,脉动压强系数沿程分布与礁前斜坡率之间相关性较弱.
Under the action of waves,high-speed wave-induced current will occur on the plateau of coral reefs,and the revetment structure therein is prone to damage and instability under the impact of high-speed water flow.Aimed at this problem,a physical model test for the interaction between the wave-induced current on the plateau and the re-vetment structure with crack defects was carried out,and the spectral density,characteristic distribution and inten-sity distribution of pulsating pressure in cracks were studied and analyzed,thus revealing the changing law of pulsat-ing pressure in crack defects of the revetment structure.Results showed that the main frequency value of fluctuating pressure at the characteristic positions of crack defects of the revetment structure corresponded to the frequency of incident wave.The pulsating pressure distribution at the crack entrance between the upper and lower caissons in the revetment structure was relatively stable.The pulsating degree of pulsating pressure at the measuring points gradually extending along the crack defects increased,and the complex turbulent flow spread in the crack defects with a larger swing amplitude in the vertical direction.Meanwhile,the negative pressure formed in the crack defects due to the turbulent flow's pulsating effect continued to grow,resulting in a significant increase in the root mean square value of pulsating pressure at the middle position,and the mutation value was about 7 times that at the crack entrance.When the values of reef plateau length were 1 m,2 m and 3 m,the values of pulsating pressure coefficient at the middle position were about 1.59,1.49 and 1.46 times that at the crack entrance,respectively.The pulsating pressure coeffi-cients at the measuring points along the crack defects were more sensitive to the reef front with a larger slope,and the greater the reef front slope rate,the greater the pulsating pressure coefficient.It was found that there exists a critical slope,and when the reef front slope rate was larger than this value while the relative submergence was in the range of 0.61-1.04,the pulsating pressure coefficient decreased by about 34%.In comparison,when the reef front slope rate was less than the critical slope,the correlation between the distribution of pulsating pressure coefficient along the crack defects and the reef front slope rate was weak.

coral reefrevetment structurewave-induced currentcrack defectpulsating pressure

于通顺、王安琦、孟晓宇、张振宇

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中国海洋大学工程学院,青岛 266404

山东省烟台市芝罘区住房和城乡建设局,烟台 264001

珊瑚礁 护岸结构 波生流 裂缝缺陷 脉动压强

2025

天津大学学报
天津大学

天津大学学报

北大核心
影响因子:0.793
ISSN:0493-2137
年,卷(期):2025.58(2)