水道港口2013，Vol.34Issue(1)：1-6,6.
淤泥质海岸防波堤布置潮流泥沙数值分析
Numerical analysis of tidal current and sediment on breakwater layout in silt coast
摘要
Abstract
For silt accumulation inside harbors caused by construction of breakwaters in silt coasts,the 3rd stage breakwater project of the Kanmen Fishery Harbor was taken as a case in this paper,and the impact of different breakwater layouts on tidal current and silt accumulation was studied by means of a numerical model of tidal current and a semi-theoretical and semi-empirical formula of erosion and accumulation.The results show that from the point of view of the silt accumulation inside harbors,current paths after the construction of breakwaters should be close to those before the construction of breakwaters as possible while breakwaters in silt coasts are designed.关键词
淤泥质海岸/防波堤布置/潮流数学模型/泥沙淤积分析/坎门渔港Key words
silt coast /breakwater layout /tidal current numerical model/silt accumulation analysis/the Kanmen Fishery Harbor分类
建筑与水利引用本文复制引用
王震,张春凤,赵明志,张长宽..淤泥质海岸防波堤布置潮流泥沙数值分析[J].水道港口,2013,34(1):1-6,6.基金项目
国家重点基础研究发展计划(973计划)(2010CB429001) （973计划）
南京水利科学研究院中央级公益性科研院所基本科研业务费专项资金"入海河口闸下淤积数学模型研究"(2012) （2012）
