摘要
通过对拟建的江苏扬子江船厂 2号舾装码头前沿水域的水文特征、潮汐、河段边界特征、河床稳定性等的分析 ,指出拟建的码头位于鹅鼻嘴上游内凹区域 ,工程伸入江中不长 ,且采用透空式结构 ,对长江挑流强度不会超过鹅鼻嘴 ,对该河段河势不会产生影响 。
Through the analysis of hydrological characteristics, tides, the boundary characteristics of the river section and the stability of the river bed of the water region in front of port 2 # to be built at Jiangsu Yangtze Shipyard, it is pointed out that the port, with a through structure, located at the upstream concave region of Ebizui and stretches not long into the river, will not affect the process of the river and cause the change of the deep channel. The analysis provides a reliable foundation for engineering design and construction.
出处
《水利水电科技进展》
CSCD
2001年第3期35-37,共3页
Advances in Science and Technology of Water Resources
关键词
深槽
河床演变
长江
舾装码头
river regime
deep channel change
river bed evolution
Yangtze River