Hydrodynamic Effect of the Regulation Project of Yangtze River Deepwater Channel Downstream of Nanjing

作     者：杨东利 窦希萍 张新周 罗小峰 YANG Dong-li;DOU Xi-ping;ZHANG Xin-zhou;LUO Xiao-feng

作者机构：College of Harbor Coastal and Offshore Engineering Hohai University President's Office Nanjing Hydraulic Research Institute Key Laboratory of Port Waterway & Sedimentation Engineering MOC Nanjing Hydraulic Research Institute 

出 版 物：《China Ocean Engineering》 (中国海洋工程（英文版）)

年 卷 期：2013年第27卷第6期

页      面：767-779页

核心收录：

学科分类：08[工学] 0824[工学-船舶与海洋工程] 

基　　金：financially supported by the Major Project"Golden Waterway Capacity Enhancement Technology"of Ministry of Transport of China(Grant No.201132874640) 

主　　题：Yangtze River deepwater channel regulation project numerical model 

摘      要：A two-dimensional flow numerical model of the tidal reaches, which total length is more than 700 km, is established from Datong to the Yangtze River estuary. The tidal levels, velocities, diversion ratios and dynamic axes before and after the separate regulation of each reach and combined regulation of all reaches are obtained. The comparative analysis shows that the regulation project of a separate reach basically has no impact on velocity distributions and variations of diversion ratios of upper and lower reaches, the variations of dynamic axes are only within the local scope of the project. The regulation project of a separate reach also has less impact on the water level in the lower adjacent reaches, but will make the water levels in the upper reaches rise. After the implementation of the regulation projects for all reaches, the rise of water level in the upstream reaches will have a cumulative impact.