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瓯江河口江堤控制线的研究
引用本文:赵渭军,张舒羽,倪勇强,周文波.瓯江河口江堤控制线的研究[J].海洋学研究,2005,23(2):1-8.
作者姓名:赵渭军  张舒羽  倪勇强  周文波
作者单位:浙江大学,建筑工程学院,浙江,杭州,310027;浙江省水利河口研究院,浙江,杭州,310020;浙江省水利河口研究院,浙江,杭州,310020
摘    要:依据河口的河宽放宽率半理论公式,运用河势演变分析与用一维、二维数值模型的模拟等手段,从河道的防洪、河势、水流、航运等方面及其对环境影响的角度出发,对不同江堤控制线方案进行了比选与论证,提出了江堤控制线的推荐方案。

关 键 词:江堤  控制线  放宽率
文章编号:1001-909X(2005)02-0001-08
修稿时间:2004年7月12日

Study on the regulation line of bank for the Oujiang River estuary
ZHAO Wei-jun,ZHANG Shu-yu,NI Yong-qiang,ZHOU Wen-bo.Study on the regulation line of bank for the Oujiang River estuary[J].Journal of Marine Sciences,2005,23(2):1-8.
Authors:ZHAO Wei-jun  ZHANG Shu-yu  NI Yong-qiang  ZHOU Wen-bo
Abstract:The regulation line of bank in the Oujiang River estuary is defined as the regulation line of bank attained finally along the Oujiang River estuary wihin the planning period. Based on the semi-theory formula of widening rate of the river width at the estuary, the schemes of the regulation lines are compared and demonstrated as viewed from flood prevention, riverbed evolution, current and navigation etc. By means of analysis of fluvial process in the estuary and simulations with one-dimension and two-dimension mathematic models, the recommended scheme of the regulation line of bank for the Oujiang River estuary is put forward.
Keywords:bank  regulation line  widening rate  
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