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天生桥一级水电站溢洪道几个水力学问题研究
引用本文:王治祥,梁宗祥,崔华,南晓红.天生桥一级水电站溢洪道几个水力学问题研究[J].电网与水力发电进展,1993(2).
作者姓名:王治祥  梁宗祥  崔华  南晓红
作者单位:水利部西北水利科学研究所 陕西712100 (王治祥,梁宗祥,崔华),水利部西北水利科学研究所 陕西712100(南晓红)
摘    要:天生桥一级水电站溢洪道水头高,流速高,泄量大,泄洪功率大,高速水流问题较为突出.本文在模型试验的基础上,初步研究了该溢洪系统对泄流能力的制约和影响、明渠连接渐变段的体型选择、斜尾墩消除水冠、陡槽水流平面扩散角的选择、泄洪水流与河道斜交时的顶冲回流与消能防冲等水力学问题,并通过分析研究得出了一些有益的结论.

关 键 词:水电站  溢洪道  水工模型试验

Study on Some hydraulic problems of the Spillway of the Tianshengqiao I
Authors:Wang zhixiang Liang zong xiang Cui hua Nan xiaohong
Affiliation:Northwest Hydrotechnical Research Institute MWR.
Abstract:With high head and flow velocity, large discharge and flood discharge capacity, the prob-lems of high-velocity flow are signficant in Tianshengqiao I . This article, on the basis of model ex-periment, makes a preliminary study on some hydraulic issuses, such as the restriction by the spillway system on its discharging capacity, determination on the shape of converging section of an open chan-nel and the flow diverging angle in a steep slope channel, refracted flow at the oblique crossing be-tween the flood discharge flow and the river coures, scouring prevention and dissipation etc. Some helpful conclusions are drawn through analysis.
Keywords:Hydropower station  Spillway  Hydraulic model test
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