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瓯江南口封堵方案研究
引用本文:李孟国,李文丹.瓯江南口封堵方案研究[J].中国港湾建设,2009(3):19-22.
作者姓名:李孟国  李文丹
作者单位:交通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
基金项目:天津市应用基础及前沿技术研究计划项目 
摘    要:使用二维波浪潮流泥沙数学模型研究手段,通过工程实施前后的波浪场、二维潮流场、泥沙场、地形冲淤变化场的数值模拟和分析,对复杂的瓯江河口南口封堵工程的各种方案进行了研究,从对周围水沙环境影响角度论证了南口封堵工程方案的可行性。研究结果表明,将现潜堤加高的南口完全封堵方案是基本可行的,南口半堵方案是完全可行的。建议瓯江南口从半堵起步,逐步完成南口的完全封堵。

关 键 词:瓯江南口  汊道封堵  数学模型  可行性  复杂河口

Study on Schemes for Stopping Flow in South Branch of Oujiang Eatuary
LI Meng-guo,LI Wen-dan.Study on Schemes for Stopping Flow in South Branch of Oujiang Eatuary[J].China Harbour Engineering,2009(3):19-22.
Authors:LI Meng-guo  LI Wen-dan
Institution:Tianjin Research Institute of Water Transport Engineering;Key Laboratory of Engineering Sediment of the Ministry of Communications;Tianjin 300456;China
Abstract:By means of a 2D mathematical model of wave,tidal current and sediment,various schemes for stopping flow in South Branch of the complex Oujiang Estuary are studied through numerical simulations and analyses of wave filed,2D tidal current field,sediment filed and seabed deposition and erosion.The feasibility of schemes for stopping flow in South Branch of the Oujiang Estuary is demonstrated from the influencing point of view on environment.The study results show that it is basically feasible to completely st...
Keywords:South Branch of the Oujiang Estuary  stop flow in a branch  mathematical model  feasibility  complex estuary  
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