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瓯江口航道二期治理潜堤工程三维潮流数值模拟
引用本文:许婷,赵洪波.瓯江口航道二期治理潜堤工程三维潮流数值模拟[J].水道港口,2011,32(2):101-106.
作者姓名:许婷  赵洪波
作者单位:交通运输部天津水运工程科学研究所工程泥沙交通行业重点实验室,天津,300456
摘    要:基于MIKE3技术平台,建立了瓯江口工程海域三维潮流数学模型.模型水平采用无结构的三角形网格系统,垂向采用(σ)坐标,较好地拟合了工程海域复杂的岛屿岸线和地形特征.采用现场实测水文资料,对瓯江口航道二期治理潜堤工程实施后的三维流场进行了模拟,并分析了工程实施后的影响.工程实施后,瓯江北口航道、沙头水道、小门水道、大门岛...

关 键 词:MIKE3  三维潮流  数学模型  潜堤工程  瓯江口航道

Numerical simulation of 3D tidal current in the second phase submerged breakwater project of Oujiang estuary channel
XU Ting,ZHAO Hong-bo.Numerical simulation of 3D tidal current in the second phase submerged breakwater project of Oujiang estuary channel[J].Journal of Waterway and Harbour,2011,32(2):101-106.
Authors:XU Ting  ZHAO Hong-bo
Institution:(Tianjin Research Institute for Water Transport Engineering,Key Laboratory of Engineering Sediment,Ministry of Transport,Tianjin 300456,China)
Abstract:Based on MIKE3 technology platform,the mathematical model of 3D tidal current in the Oujiang estuary waters was set up.The unstructured triangular grid system was adopted in horizontal plane,while in the vertical direction,?滓 coordinate system was used.The complicated island coastline and terrain features were well fitted by using the model.On the basis of field hydrological data,the 3D flow field after the implementation of submerged breakwater project in the Oujiang estuary channel was simulated,then the effect of the project was analyzed.After the implementation of the project,the flow velocity changes slightly in the north branch of the Oujiang estuary channel,Shatou channel,Xiaomen channel and the waters between the Damen island and Xiaomen island,while the flow velocity remains constant in the other areas.The changes of high and low tidal level in each station are between 0~2 cm after the project.From the impact on the surrounding waters,the project is feasible.
Keywords:MIKE3  3D tidal current  mathematical model  submerged breakwater project  the Oujiang estuary channel
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