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龙开口水电站挑坎体型优化试验研究
引用本文:谢波,曲景学,胡静,王桥.龙开口水电站挑坎体型优化试验研究[J].吉林水利,2009(1).
作者姓名:谢波  曲景学  胡静  王桥
作者单位:四川大学水力学与山区河流开发保护国家重点实验室,四川,成都,610065
摘    要:龙开口水电站有泄流量大、主河床狭窄等特点,对于这类工程泄洪消能尤为重要.为了解决水工模型第一试验阶段挑流消能不充分、闸墩出口流态紊乱的问题,进行了溢流坝段的水工单体模型试验,对连续坎、差动坎、窄缝坎以及差动坎和舌形坎、窄缝坎和舌形坎、窄缝坎和连续坎的结合运用等多个挑坎体型进行了冲刷试验,从而选择适用于龙开口水电站这类泄流量大、主河床狭窄电站的溢流堰挑流鼻坎形式.

关 键 词:冲刷  差动坎  水舌  挑坎  扩散

The study for the flip bucket style optimization test in Longkaikou hydropower station
Xie Bo,Qu Jing-xue,Hu jing,Wang Qiao.The study for the flip bucket style optimization test in Longkaikou hydropower station[J].Jilin Water Resources,2009(1).
Authors:Xie Bo  Qu Jing-xue  Hu jing  Wang Qiao
Abstract:Longkaikou hydropower station has the main characteristics of the riverbed narrow and discharge large,for this type of project energy dissipation is particularly important.In order to solve the hydraulic model tests in the first phase of the trajectory not fully eliminate,the flow of outlet close to the pier disorder,a spillway section of the single hydraulic model tests in the spillway section was carried out,as well as the washed out test such as run ridge,differential ridge,narrow slot ridge,and the tong...
Keywords:erosion  differential ridge  the tongue of water  flip bucket  diffusion  
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