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三峡工程导流明渠截流水力学的计算研究
引用本文:彭元平.三峡工程导流明渠截流水力学的计算研究[J].湖北水力发电,2004(3):43-46.
作者姓名:彭元平
作者单位:中国葛洲坝集团第五工程公司,湖北,宜昌,443002
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。

关 键 词:导流明渠  双戗立堵  水力学计算  反演计算
修稿时间:2004年6月16日

Study on Hydraulic calculation of Diversion Channel Closure Work of TGP
Peng Yuanping.Study on Hydraulic calculation of Diversion Channel Closure Work of TGP[J].Hubei Water Power,2004(3):43-46.
Authors:Peng Yuanping
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.
Keywords:diversion channel  end-dump advancing from both banks  hydraulic calculation  calcultion according to reverse order
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