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洋山深水港区四期工程接岸结构冲刷分析
引用本文:刘丽娜,黄明毅,李立.洋山深水港区四期工程接岸结构冲刷分析[J].港工技术,2014(2):5-7.
作者姓名:刘丽娜  黄明毅  李立
作者单位:中交第三航务工程勘察设计院有限公司,上海200032
摘    要:水工建筑物前沿底部冲刷严重,将对建筑物的稳定性造成巨大威胁。洋山深水港区四期工程接岸结构西端区域进行了定期的水下地形测量,本文根据取得的实测数据资料,对洋山水域的水深变化趋势进行分析及分类拟合预测,并与现行规范理论计算结果进行对比、分析得出相关结论,供洋山附近及类似工程参考。

关 键 词:冲刷  水下地形测量  水深变化  分类拟合预测

Analysis on Scoured Shore Connection Structure of Yangshan Deep Water Harbor Phase-4 Project
Liu Li' na,Huang Mingyi,Li Li.Analysis on Scoured Shore Connection Structure of Yangshan Deep Water Harbor Phase-4 Project[J].Port Engineering Technology,2014(2):5-7.
Authors:Liu Li' na  Huang Mingyi  Li Li
Institution:(CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China)
Abstract:The front bottom of marine structure being seriously scoured will pose a great danger to its stability. A periodic underwater topographic survey has been executed for the water area around the west end of shore connection structure of Yangshan deep water harbor phase-4 project. The measured data are used to carry out the analysis and classified fitting prediction on the water depth variation trend of Yangshan water area, which is also compared with the theoretical calculation result based on current standard. Relevant analysis result will provide references for the projects close to Yangshan or similar one.
Keywords:scouring  underwater topographic survey  water depth variation  classified fitting prediction
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