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三峡工程导流明渠截流水力学的计算研究
Study on Hydraulic Calculation of Diversion Channel Closure Work of TGP
【摘要】 三峡工程导流明渠采用双戗立堵截流 ,上下游戗堤分别承担 2 /3和 1/3落差 ,采用水力学计算确定相应落差分担关系下的进占协调关系和上下戗堤的龙口水力学参数 ,并对实际截流施工时的水力条件进行了反演计算。
【Abstract】 The closure work of diversion channel of TGP is completed by means of end-dump advancing from both banks, it requires that the upstream closure dike should share two third of closure drop, and the downstream closure dike one third of closure drop. According to this distributive principle, the hydraulic parameters at final gaps of upstream dike and downstream dike and the coordinate advancing relationship between them are defined. Meanwhile, the hydraulic conditions in period of closure construction are calculated according to reverse order.
【关键词】 导流明渠;
双戗立堵;
水力学计算;
反演计算;
【Key words】 diversion channel; end-dump advancing from both banks; hydraulic calculation; calcultion according to reverse order;
【Key words】 diversion channel; end-dump advancing from both banks; hydraulic calculation; calcultion according to reverse order;
- 【文献出处】 湖北水力发电 ,Hubei Watero Power , 编辑部邮箱 ,2004年03期
- 【分类号】TV133
- 【被引频次】1
- 【下载频次】115