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通州湾港区一港池回淤对策
引用本文:刘碧荣,曾成杰. 通州湾港区一港池回淤对策[J]. 水运工程, 2022, 0(2): 76-82
作者姓名:刘碧荣  曾成杰
作者单位:中交第三航务工程勘察设计院有限公司 上海200032;南京水利科学研究院,江苏 南京 210024
摘    要:通州湾港区一港池建在辐射沙洲南缘腰沙高滩上,港池航道开挖后的回淤问题是工程设计关注的焦点.设计时通过研究工程海域潮流、波浪、泥沙、底质等自然特征,分析影响回淤的主要因素,从挡沙堤平面布置、备淤深度确定、维护疏浚、船舶吃水控制等方面提出一系列针对性措施.研究认为:通州湾港区一港池建在粉砂质浅滩上,港池航道开挖必会出现回淤...

关 键 词:通州湾港区  回淤  挡沙堤  备淤深度  疏浚  控制吃水

Countermeasures against siltation of No.1 harbor basin of Tongzhou Bay port area
LIU Bi-rong,ZENG Cheng-jie. Countermeasures against siltation of No.1 harbor basin of Tongzhou Bay port area[J]. Port & Waterway Engineering, 2022, 0(2): 76-82
Authors:LIU Bi-rong  ZENG Cheng-jie
Affiliation:(CCCC Third Harbor Consultants Co.,Ltd.,Shanghai 200032,China;Nanjing Hydraulic Research Institute,Nanjing 210024,China)
Abstract:The No.1 harbor basin of the Tongzhou Bay port area is built at Yaosha,which is on the southern edge of the radiation sandbar,and siltation after channel excavation of the harbor basin is the focus of engineering design.In design,by studying the natural features of the engineering sea areas such as tidal current,wave,sediment,and substrate,and analyzing primary factors affecting siltation,we propose some countermeasures,such as layout of sand barriers,determination of the depth reserved for siltation,maintenance dredging,and draft control.The research reveals that since the No.1 harbor basin is built on a shallow silty beach,channel excavation of the harbor basin will result in siltation.However,the No.1 harbor basin has its entrance facing south and is well sheltered,so there is only a low risk of sudden sedimentation.In the first stage,we can cope with siltation by trial dredging in the harbor channel,reserving sufficient water depth for siltation,equipping an efficient dredger and controlling draft.In the future,we can consider whether to build a sand barrier or not by combining the results of siltation observation,the difficulty of maintenance and the influence of ships entering and leaving the harbor basin.
Keywords:Tongzhou Bay port area  siltation  sand barrier  depth reserved for siltation  dredging  controlling draft
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