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罗源湾潮流数值计算
引用本文:孙长青,郭耀同,赵可胜.罗源湾潮流数值计算[J].海洋科学,2005,29(9):19-22.
作者姓名:孙长青  郭耀同  赵可胜
作者单位:中国海洋大学,环境科学与工程学院,山东,青岛,266003
摘    要:研究罗源湾潮汐、潮流及潮波的传播,对罗源湾的开发及海岸工程建设具有一定的实际意义。为系统地了解罗源湾的潮汐、潮流状况,采用不规则三角形网格的分步杂交法,建立罗源湾海域二维变边界潮流数值模型,通过计算得到同潮时线与等振幅线、潮流椭圆、潮致欧拉余流分布及不同时刻潮流场分布。该海湾海流具往复流性质,潮汐、潮流均属正规半日潮,最大流速发生在可门水道。

关 键 词:罗源湾  潮流  数值计算
文章编号:1000-3096(2005)09-0019-04
收稿时间:2005-04-30
修稿时间:2005-07-09

Numerical simulation of tidal current in Luoyuan Bay
SUN Chang-qing,GUO Yao-tong,ZHAO Ke-sheng.Numerical simulation of tidal current in Luoyuan Bay[J].Marine Sciences,2005,29(9):19-22.
Authors:SUN Chang-qing  GUO Yao-tong  ZHAO Ke-sheng
Abstract:For engineering purpose in Luoyuan Bay, tide and tidal current in the is bay studied. Using split step finite element method, the varied boundary two-dimensional numerical model of the tidal current was constructed. The tidal current at different times and the Eulerian residual current were calculated, also the cotidal line, iso-amplitude curves and distribution of tidal current ellipses in the bay were given in this paper. In the bay, the gulf current is back-and-forth in wature, the tide and tidal current are normal M2 type with the maximum flow speed in Kemen Channel.
Keywords:Luoyuan Bay  tidal current  numerical simulation
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