摘要
针对工程中应用较广的透水抛石堤结构,通过一系列断面模型试验方法,研究了抛石堤块体尺寸D与静水面堤宽Bswl之比与无因次波陡H/(gT～2)之间的关系。在前人研究成果基础上提出了改进的透浪系数计算公式。试验及分析结果表明,该公式能较好地计算规则波作用下抛石堤堤后透浪系数,可为相关工程设计提供参考。
For the structures of permeable breakwater which are widely used in practical engineering,the relationship between the ratio of block diameter of core material to the equivalent width of dike D B swl and the dimensionless wave steepness H(gT 2)is analyzed through a series of sectional model tests.We propose improved empirical formulas of the transmission coefficient of permeable breakwater based on previous researches.The results and analysis show that the formula can be used to calculate the transmission coefficient of the permeable breakwater under regular waves,and can be used for future reference in relevant engineering design.
作者
孙天霆
刘清君
王登婷
王新宇
SUN Tian-ting;LIU Qing-jun;WANG Deng-ting;WANG Xin-yu(Nanjing Hydraulic Research Institute,Nanjing 210024,China;Key Lab of Port,Waterway and Sedimentation Engineering of MOT,Nanjing 210024,China;China Ship Development and Design Center,Wuhan 430000,China)
出处
《水运工程》
北大核心
2018年第10期47-52,57,共7页
Port & Waterway Engineering
基金
国家自然科学基金面上项目(51579156)
中国-保加利亚科技合作委员会第15届例会项目(15-13)
南京水利科学研究院基本科研业务费项目(Y216024
Y216017)
关键词
模型试验
堤心石
透水抛石堤
透浪系数
model test
core material
permeable breakwater
transmission coefficient
