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Experimental Study of Scouring Characteristic Around Hexagonal Artificial Reef

机译:六角形人工鱼礁冲刷特性的实验研究

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Artificial reef is a structure placed underwater which has similar function with natural reef. Artificial reef can also serve as a submerged breakwater. When placed in shallow water, the structure is vulnerable to scouring and soil subsidence which cause structural failure. This paper present serial testings in Ocean Environment and Ocean Energy Laboratory, Ocean Engineering Department, ITS, to determine the scouring characteristic with variation of gap, and waves for 1: 10 model scale hexagonal artificial reef. The results of this research can guide the planning of structural protection against scouring. From a series of tests, it can be summarized that for 1 diameter gap reef distance, the maximum scouring occurs behind the structure, whereas for no gap distance, it occurs at the front of the structure. At the center of the structure, for no gap distance, sedimentation occurs dominantly, whereas for 1 diameter gap distance, scouring process occurs dominantly. The maximum scouring depth (5,3cm) occurs when the gap is equal to 1 diameter of reefs and minimum scour(2,9 cm) occurs when there is no gap between the reef.
机译:人工礁是放置在水下的结构,具有与天然礁相似的功能。人造礁石也可以作为水下防波堤。当放置在浅水中时,该结构易受冲刷和土壤沉降的影响,从而导致结构破坏。本文介绍了在ITS的海洋工程和海洋工程实验室海洋环境和海洋能源实验室中进行的一系列测试,以确定间隙和缝隙变化对1:10模型比例六角形人造礁石的冲刷特性。这项研究的结果可以指导抗冲刷的结构防护计划。通过一系列测试,可以总结出,对于直径为1的间隙礁石距离,最大冲刷发生在结构后面,而对于没有间隙距离的情况,则其冲刷发生在结构的前面。在结构的中心,无间隙距离占优势,而直径为1的间隙距离占优势。当缝隙等于1个珊瑚礁直径时,最大冲刷深度(5,3cm)发生,而当珊瑚礁之间没有缝隙时,最小冲刷深度(2.9cm)出现。

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