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U形渠道直壁槽式量水堰的流量系数和流速系数的探讨与计算
引用本文:张志昌,牛争鸣,刘亚菲,张宗孝,雷雁斌,刘瑞安. U形渠道直壁槽式量水堰的流量系数和流速系数的探讨与计算[J]. 西安理工大学学报, 1993, 0(1)
作者姓名:张志昌  牛争鸣  刘亚菲  张宗孝  雷雁斌  刘瑞安
作者单位:陕西机械学院水利水电学院,陕西机械学院水利水电学院,陕西机械学院水利水电学院,陕西机械学院水利水电学院,陕西省水利厅,陕西省清惠渠管理局
摘    要:本文通过理论分析,推导了U形渠道直壁槽式量水堰的流量系数和流速系数的理论计算式,讨论了流量系数的变化规律。并在大量试验研究的基础上,得出了上游水头与水深、上游水头与喉道临界水深的线性关系,提出了流量系数和流速系数的实用计算公式。

关 键 词:流量系数  流速系数  量水堰

Discussion and Calculation of Discharge and Velocity Coefficients of the Straight Wall through Measuring Weir of the U-shaped Channel
Zhang Zhichang Niu Zhengming Liu Yafei. Discussion and Calculation of Discharge and Velocity Coefficients of the Straight Wall through Measuring Weir of the U-shaped Channel[J]. Journal of Xi'an University of Technology, 1993, 0(1)
Authors:Zhang Zhichang Niu Zhengming Liu Yafei
Affiliation:Zhang Zhichang Niu Zhengming Liu Yafei
Abstract:The formulas of the discharge and velocity coefficients of the straight wall through measuring weir of the U-shaped channel are deduced by using theoretical analysis method and the behaviour of these coefficients is discussed in this paper. The linear relations between the up water head and water depth, the critical water depth of the throat of the channel are suggested based on a lot of systematical research.
Keywords:discharge coefficient   velocity coefient   measuring weir  
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