摘要
采用河床演变的方法对3个桥址断面的主槽稳定性和冲淤变化进行了分析比较,优选出较佳的桥址断面,并预测了实施规划线后主槽的变化,确定了主通航孔的设置位置。
The stability and silting variation of main channel in three sections of bridge site are analysed and compared in the way of river bed evolution. The optimal section of bridge site has been selected. The paper also predicts the variation of main channel after carrying out planning line and determines the location of main navigation opening.
出处
《浙江水利科技》
2005年第1期6-8,共3页
Zhejiang Hydrotechnics