织物增强囊袋式防波堤消浪效果研究  

Study on the effectiveness of fabric-reinforced bladder type breakwaters in dissipating waves

作　　者：仲承浩 曾宪森 Zhong Chenghao;Zeng Xiansen(College of Mechanical Engineering and Automation,Wuhan Textile University,Wuhan 430200,China)

机构地区：[1]武汉纺织大学机械工程与自动化学院,湖北武汉430200

出　　处：《产业用纺织品》2022年第2期42-46,共5页Technical Textiles

摘　　要：结合柔性纺织品优点和现有的一些浮式防波堤物理模型,提出一种织物增强囊袋式防波堤结构。以织物增强囊袋为防波堤主堤身,柔性囊袋充水后呈现整体刚性,通过囊袋式防波堤的不同组合方式抵御不同条件下的海浪。在造波水池中的规则波条件下,基于织物增强囊袋式防波堤的物理模型进行消浪性能试验,并对结果进行分析。结果表明:不论是改变波参数,还是调整堤身布置夹角,织物增强囊袋式防波堤均表现出良好的消浪效果。Combining the advantages of flexible textiles with some existing physical models of floating breakwaters, a new fabric-reinforced bladder type breakwater structure is proposed. The fabric-reinforced bladder is used as the main body of the breakwater, and the flexible bladder presents an overall rigidity after filling with water, which is used to resist waves under different conditions through different combinations of bladder type breakwaters. Under regular waves in a wave-making pool for wave dissipation performance based on a physical model of the fabric-reinforced bladder type breakwater is tested and the results are analyzed. The results show that the fabric-reinforced bladder breakwaters have good wave dissipation effects, whether changing the wave parameters or adjusting the angle of the embankment arrangement.

关 键 词：囊袋式防波堤 织物增强 消浪效果 规则波试验 

分 类 号：U656.2[交通运输工程—港口、海岸及近海工程]