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首页> 外文期刊>Journal of marine science and technology >Experimental investigation into wave interaction with a rubble-mound submerged breakwater (case study)
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Experimental investigation into wave interaction with a rubble-mound submerged breakwater (case study)

机译:波浪与碎石堆淹没式防波堤相互作用的实验研究(案例研究)

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摘要

Experimental tests on the interaction between waves and a submerged rubble-mound breakwater (SBW) were performed in the wave flume at the Institute of Hydroengineering PAS in Gdańsk (Poland). A model of a submerged breakwater was prepared based on the constructions built in 2006 in the Polish zone of the Baltic coast, in Gdańsk Bay, in the region of Gdynia Orłowo (Orłowo Cliff). The tests were carried out for regular waves (varying parameters: height, period, length, and steepness) whose parameters were determined on the basis of the actual wind field occurring in Gdańsk Bay. The experiment was conducted for two water levels corresponding to the actual long-term mean sea level (msl) of 500 cm as well as a storm surge of 550 cm. The research has focused on the analysis of the amount of wave energy transmitted into the lee region and the determination of parameters that affect the transmission size. Types of wave-breaking were described based on the extensive video and photographic documentation prepared during the measurements. Based on the results obtained from the experiment and the previous research on the functioning of submerged breakwaters in the coastal zone, including both numerical modelling as well as field research and field observations, the efficiency of the structure was assessed.
机译:波浪与水淹没的碎石丘防波堤(SBW)之间的相互作用的实验测试是在波兰格但斯克的水力工程研究所的波浪槽中进行的。根据2006年在格丁尼亚·奥尔沃沃(OrłowoCliff)地区格但斯克湾波罗的海沿岸波兰地区建造的建筑物,准备了水下防波堤的模型。对规则波(各种参数:高度,周期,长度和陡度)进行了测试,这些参数是根据格但斯克湾中实际风场确定的。实验是针对两个水位进行的,这两个水位对应于500 cm的实际长期平均海平面(msl)和550 cm的风暴潮。该研究集中在分析传输到回风区域的波能数量以及确定影响传输大小的参数。根据在测量过程中准备的大量视频和摄影文档,介绍了破波类型。基于从实验获得的结果以及对海岸带水下防波堤功能的先前研究(包括数值模拟以及现场研究和现场观察),评估了该结构的效率。

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