不同平面布置方案对港内波浪影响  

Influence of different layout schemes upon waves inside port

作　　者：林尚飞[1] 陈国平[1] 严士常[1] 陈小婷[1] 

机构地区：[1]河海大学港口、海岸与近海工程学院海岸灾害及防护教育部重点实验室,江苏南京210098

出　　处：《水运工程》2013年第3期61-66,108,共7页Port & Waterway Engineering

摘　　要：结合揭阳港靖海作业区通用码头项目的建设,开展波浪整体物理模型试验,对工程码头及护岸设计波要素,码头上水和港内波高分布进行了测定。根据工程不同平面布置方案中的试验结果,确定最优化的工程总平面布置方案,为港口工程的设计、建设提供了科学依据。同时,简要讨论了工程中航道及港池开挖对波浪传播及港内泊稳的影响。Three-dimensional model test in wave basin is set up combined with the project of all-purpose wharf in Jinghai district of Jieyang harbor.The design wave parameters for the wharf structure and the revetments are obtained in wave basin.Also,the overtopping on wharf surface and the distribution of wave heights are studied in the experiment.Based on the test,the wave heights distribution in different layout schemes is analyzed to determine the optimal scheme and provides a scientific basic for the design and construction of the harbor.Meanwhile,the effect of excavation of navigation channel and harbor basin on wave transmission and wave conditions in harbor is briefly discussed.

关 键 词：揭阳港 布置方案 波高分布 波浪折射 

分 类 号：U652[交通运输工程—港口、海岸及近海工程]