首页> 外文会议>International Conference on Estuaries and Coasts(ICEC-2003) I; 20031109-11; Hangzhou(CN) >SEDIMENTATION PROBLEMS RELATED TO REGULATION OF DEEP CHANNEL IN THE YANGTZE ESTUARY
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SEDIMENTATION PROBLEMS RELATED TO REGULATION OF DEEP CHANNEL IN THE YANGTZE ESTUARY

机译:长江口深水沟调节的沉积问题

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摘要

The deepwater navigation channel is a great project in China. The project is divided into three stages. The target water depths are -8.5m, -10m and -12.5m respectively. The total investment is 15,500,000,000 RMB yuan and the duration of construction is 9 years. The one-stage project started to be built in January 1998 and was completed in March 2000. The two-stage project started to be built in October 2003. In this paper, the dynamic conditions and sedimentation of the Yangtze Estuary are introduced. According to the similarity conditions of tidal currents and bed loads, a movable bed physical model of the Yangtze Estuary is designed to study the layout of regulating project of the deep channel and simulate bed load movement. In order to predict the siltation in the channel after regulation, a 2D numerical model is presented, in which total sediment transport, the actions of tidal currents and wind waves, the effect of salinity are considered. The annual siltation and short-term siltation in one-stage channel are calculated and compared with the dredging volumes in prototype.
机译:深水航道是中国的一项伟大工程。该项目分为三个阶段。目标水深分别为-8.5m,-10m和-12.5m。项目总投资155亿元,建设工期9年。一期工程于1998年1月开始建设,并于2000年3月完成。二期工程于2003年10月开始建设。本文介绍了长江口的动力条件和沉积作用。根据潮流与河床荷载的相似条件,设计了长江口动床物理模型,研究了深水河道整治工程的布局,模拟了河床荷载的运动。为了预测调节后河道的淤积,提出了一个二维数值模型,其中考虑了总的泥沙输运,潮汐流和风浪的作用以及盐度的影响。计算出一级水道的年淤积量和短期淤积量,并与原型中的挖泥量进行比较。

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