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作 者:沈立龙 何聪 刘聪聪 Shen Liong;He Cong;Liu Congcong(CCCC Second Harbor Engineering Co.,Ltd.,Wuhan Hubei 430040,China;Key Laboratory of Large-span Bridge Construction Technology,Wuhan Hubei 430040,China;Research Centre of Intelligent Manufacture Technology of Transport Infrastructures,Wuhan Hubei 430040,China;CCCC Highway Bridge National Engineering Research Centre Co.Ltd.,Wuhan Hubei 430040,China)
机构地区:[1]中交第二航务工程局有限公司,湖北武汉430040 [2]长大桥梁建设施工技术交通行业重点实验室,湖北武汉430040 [3]交通运输行业交通基础设施智能制造技术研发中心,湖北武汉430040 [4]中交公路长大桥建设国家工程研究中心有限公司,湖北武汉430040
出 处:《港口航道与近海工程》2024年第2期45-50,共6页Port,Waterway and Offshore Engineering
摘 要:排水龙口是大型围海造陆工程施工过程中一个重要结构,其设计合理与否对工程吹填施工至关重要。针对地中海区域受波浪影响严重的某大型围海造陆工程,采用有限元法,分析了6种工况下波浪场情况,得到了每种工况下波高分布规律及其对龙口位置选择影响特性,同时结合现场施工组织情况,确定了最优龙口位置;设计了排水龙口结构,验算了其稳定性;开展了龙口局部冲刷验算,在确定存在较大冲刷风险情况下,提出了冲刷防护方案,可为类似工程提供参考。Drainage closure gap is an important structure in the construction of large-scale sea reclamation projects,thus its reasonable design plays a key role in dredger-filling work.Based on a large-scale sea reclamation project in the Mediterranean region,which is seriously affected by waves,a finite element method was used to analyze the situation of wave field under 6 working conditions,which produced the law of wave height distribution and the related influence on the selection of closure gap location.And then the optimum location was determined by referring to the field construction organization.The structure of drainage closure gap was designed and verified from the aspect of stability.Furthermore,a local scouring calculation of the closure gap was carried out,and a scour shielding proposal was proposed subject to higher risk of scour,which could provide a reference for similar projects.
分 类 号:U615[交通运输工程—船舶及航道工程]
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