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作 者:程达 赵张益 庞启秀[2] 温春鹏[2] 张瑞波[2] CHENG Da;ZHAO Zhang-yi;PANG Qi-xiu;WEN Chun-peng;ZHANG Rui-bo(Lianyungang Port Holding Group Co.,Ltd.,Lianyungang 222042,China;Tianjin Research Institute for Water Transport Engineering,National Engineering Laboratory for Port Hydraulic Construction Technology,Key Laboratory of Engineering Sediment,Ministry of Transport,Tianjin 300456,China)
机构地区:[1]连云港港口控股集团有限公司,连云港222042 [2]交通运输部天津水运工程科学研究所港口水工建筑技术国家工程实验室工程泥沙交通行业重点实验室,天津300456
出 处:《水道港口》2019年第1期41-47,共7页Journal of Waterway and Harbor
基 金:国家自然科学基金资助项目(51509120)
摘 要:利用三维数值模拟方法对连云港区回淤情况进行研究,研究结果表明:港区的泥沙主要来源于近岸浅滩泥沙,在风浪潮流共同作用下泥沙悬扬、搬移,悬沙沿程逐渐落淤,造成港池航道淤积,港内淤积呈现口门处最大、口门内淤积厚度逐渐减小的分布趋势。通过数学模型计算,确定了旗台、庙岭及墟沟港区的月淤积强度;另外,大风或台风天气情况下,港区的淤积会加重,可参照研究结果对各港区回淤强度进行修订。The siltation in Lianyungang port was studied by the three-dimensional numerical simulation technique.The results show that:The sediment in the port mainly comes from the silt of the nearshore and shoals.Under the combined action of wind,wave and currents,the sediment is suspended and transported,and the suspended sediment gradually siltes along the channel,and the position of maximum sediment thickness point at the entrance.Through the mathematical model calculation,the monthly silting strength of Qitai,Miaoling and Xugou port was determined.In addition,the silt would be aggravated by the wind or typhoon weather conditions,and the sediment thickness of each port could be revised according to the results of the study.
分 类 号:U65[交通运输工程—港口、海岸及近海工程] TV142[交通运输工程—船舶与海洋工程]
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