摘要
结合太湖梅梁湾水源地水质改善示范试验区的消浪工程,通过方形混凝土桩列的波浪模型试验,比较了5种桩列平面布置形式的消浪效果后,推荐了方案2的桩列布置形式.并按线性小振幅波理论,导出了改进的透射系数计算式,其计算结果与试验值符合良好.
Based on the wave-damping works in the experimental area for water quality improverment of Meiliangwan water source of Taihu Lake, wave-damping effects of five types of piles layout are compared in the wave model test with rectangular concrete piles. The pile layout of Scheme 2 is recommended. A modified transmission coefficient formula is derived based on the linear small amplitude wave theory, and calculation results are in good agreement with the test results.
出处
《水利水运工程学报》
CSCD
北大核心
2006年第2期29-34,共6页
Hydro-Science and Engineering
基金
国家高技术研究发展计划(863计划)[2002AA601011]
关键词
透射系数
方形混凝土桩列
布置形式
消浪效果
波浪模型试验
transmission coefficient
rectangular concrete piles
arrangement
wave-damping effects
wave model test
