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曲线型实用堰弧形门闸孔出流流量系数分析

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针对曲线型实用堰上弧形门闸孔出流流量系数经验方法确定的数值偏小问题,基于凯巴萨水电站溢流坝模型试验,采用最小二乘拟合法对实用堰上弧形门闸孔出流的流量系数进行分析,分段建立流量系数μ与闸门相对开启高度e/H的关系式表明,拟合获取的流量系数与实测值相对误差绝对值最大 4.14%,平均值 1.48%,预测精度较高.
On the Discharge Coefficient of Radial Gate Outlets on Curved Practical Weir
It is found that the discharge coefficient of radial gate outlets on curved practical weir determined by the em-pirical method is relatively small.Therefore,based on the model test results of the overflow dam in Caculo-Cabaca Hy-dropower Station,the discharge coefficient of radial gate outlets on practical weir is analyzed with the least square fitting method.The relationship between the discharge coefficient and the relative opening height of the gate is obtained in sec-tions.It is shown that the fitted discharge coefficient is of high accuracy as the absolute error between the fitted and the measured values is 4.14%the maximum and 1.48%in the average.

gate outlet flowdischarge coefficientcurved practical weirradial gatemodel test

田静、顾长宽、郭汉驰、薛海

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黄河水利职业技术学院水利工程学院,河南 开封 475004

河南省开封市水文水资源勘测局,河南 开封 475003

深圳市光明建工第一建设工程有限公司,广东 深圳 518083

华北水利水电大学水利学院,河南 郑州 450046

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闸孔出流 流量系数 曲线型实用堰 弧形闸门 模型试验

2024

水电与新能源
湖北省水力发电工程学会 湖北能源集团股份有限公司

水电与新能源

影响因子:0.301
ISSN:1671-3354
年,卷(期):2024.38(9)