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烟台港海阳港区沙滩冲淤稳定性数值模拟分析
  • 期刊名称：水运工程
  • 时间：0
  • 页码：11-17
  • 分类：TV148.5[水利工程—水力学及河流动力学]
  • 作者机构：[1]交通运输部规划研究院,北京100028
  • 相关基金：国家自然科学基金重点项目（50839001）; 国家重点基础研究发展计划项目（2006CB403302）
  • 相关项目：河口海岸水环境污染机理及对策研究
作者： 汪守东|徐洪磊|
关键词： 潮流, 波浪, 泥沙, 冲淤稳定性, 数值模拟, tidal current, wave, sedimentation, stability of scouring and silting, numerical simulation
中文摘要：

利用整体潮流、波浪和泥沙数学模型,对烟台港海阳港区西部万米沙滩的冲淤演变进行了数值模拟试验研究。给出了规划实施前后沙滩处的潮流场和波浪场的变化,得出了万米沙滩的泥沙冲淤年变化量,分别为16 mm和19 mm,因此规划引起沙滩的泥沙淤积量为3 mm/a。

英文摘要：

Numerical simulations are carried out to study the sedimentation of meters of beach in the west of Haiyang Harbor Area of Yantai Port using the whole tidal current,wave and sediment mathematical model.The changes of tidal current field and wave field in the beach before and after the planning are given.The annual variation of scouring and siltiation of meters of beach before and after the implementation of the planning are 16 mm and 19 mm respectively.Therefore,the annual variation of silting caused according to planning is 3 mm/a.

同期刊论文项目
河口海岸水环境污染机理及对策研究
期刊论文 90 会议论文 1 获奖 4
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