摘要
在波浪与开孔直立结构相互作用的模型试验中,给出了开孔直立墙与开孔直立墙后带有实体直立墙两种结构形式,在规则波与随机波作用下的反射系数、透射系数和墙前静水面以上的波面高度等参数。分析了这些参数与结构形式、水深、波浪要素之间的无量纲关系曲线与回归关系。试验结果表明,开孔直立结构具有低反射、低超高和消能好等优点。
Under regular and irregular waves model tests for the interaction between waves and vertical perforated structures which consisted of perforated barrier and imperforated barrier with back-side wall are carried out,and the wave reflection, transmission coefficients and the wave surface elevation at the barrier are given.The relationships between these coefficients and the structure types, the water depth and the wave constituents are presented.
基金
国家自然科学基金
中国与保加利亚船舶水动研究中心合作项目
