上海海洋大学学报2026，Vol.35Issue(2)：360-368,9.DOI:10.12024/jsou.20251104990
渔港新型开孔式水工结构消浪性能物理模型试验研究
Experimental study on the wave dissipation performance of a novel perforated hydraulic structure for fishing harbors
摘要
Abstract
To investigate the wave-dissipation performance of novel hydraulic structures in fishing ports under different wave conditions and to ensure safe berthing and operation of fishing vessels,this paper innovatively designs two new types of perforated hydraulic structures:non-connected holes and connected holes.Through physical model tests,the variation patterns of the reflection coefficients of these two new perforated hydraulic structures under different wave parameters are systematically analyzed to explore their wave-dissipation effects.The experimental results show that under composite wave conditions with large wave heights and long periods,the non-connected structure exhibits lower reflection coefficients compared to the connected-hole structure,indicating better wave-dissipation performance.In contrast,the connected structure demonstrates superior wave-dissipation effects under short-period waves and low-water-level conditions.This study can serve as a basis for structural selection in engineering design according to the characteristics of the design wave spectrum,providing important references for the optimized design of novel hydraulic structures such as breakwaters and wharves in fishing ports.关键词
新型开孔结构/渔港水工结构/物理模型试验/消浪性能/反射系数Key words
new perforated structures/hydraulic structures of fishing ports/physical model experiments/wave dissipation performance/reflection coefficient分类
建筑与水利引用本文复制引用
陈丁,王刚,孙一艳,周冠廷,于德双,王亚铜..渔港新型开孔式水工结构消浪性能物理模型试验研究[J].上海海洋大学学报,2026,35(2):360-368,9.基金项目
中国水产科学研究院基本科研业务费专项(2020TD81) （2020TD81）
中国水产科学研究院中央级公益性科研院所基本科研业务费专项(2020HY-ZC004) （2020HY-ZC004）
