• The discharge coefficient for each elbow flowmeter should be calibrated in practice.

    每个弯管流量计的流量系数须经过实际标定。

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  • Finally, an attempt is made to correlate the experimental data in terms of the effective discharge coefficient.

    最后,尝试通过有效流量系数把不同实验条件下的数据关联起来。

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  • The result shows that the Coriolis force induced by the rotation effect can change the discharge coefficient of the impingement holes.

    计算结果表明,旋转作用所产生的哥氏力改变了冲击孔的流量系数值,转速越大,哥氏力作用就越明显。

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  • The correlation between discharge coefficient and lift was tested for three typical safety valves, and the experimental results were analysed and discussed in this paper.

    本文对三种典型结构的安全阀进行了排量系数与开启高度关系的试验,并对试验结果进行了分析和讨论。

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  • The pollution footprint model was built on the basis of the input-output analysis to measure the discharge coefficient and amount of 6 pollutants in 20 Chinese industrial sectors.

    运用投入产出分析法建立了工业产品进出口污染足迹计量模型,计算了中国20个进出口工业部门6类污染物排放系数及排放量等多组数据。

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  • Some empirical formulae for discharge coefficient, hydrodynamic pressure, energy dissipation and scour prevention etc. are set up on the basis of the data obtained from model tests.

    并根据历年的试验实测资料,整理分析得到了:流量系数、动水压力、消能防冲等方面的一些经验公式。

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  • And water is used in cold test. Through changing operating conditions, throat area and back pressure, the change rule of discharge coefficient and pressure recovery factor were found.

    通过大量冷态试验,在大范围变化工况、变化喉部面积及变化背压条件下,利用水对低温流量控制系统进行研究,得到了流量系数、压力恢复系数的变化规律。

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  • According to data analysis of actual measure, this paper obtains perpendicular line current velocity coefficient of measuring section and measuring discharge coefficient on the bridge.

    经过实测资料的分析,得出了呼玛桥水文站桥测断面的垂线流速系数以及桥测流量系数。

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  • The results of flood carrying capacity curve and discharge coefficient for camel hump weir and broad crested weir have been obtained by sectional hydraulic model test of Miaozitou sluice.

    通过庙子头水电站两种堰型选择水闸断面模型试验研究,获得了宽顶堰与驼峰堰的泄流能力曲线和综合流量系数等试验成果。

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  • According to hydraulic principle, the change of efficient water head, discharge coefficient and discharge of orifice along porous pipes have been discussed and checked by experiments in this paper.

    运用水力学原理,对多孔配水管孔口出流量公式的孔口作用水头、孔口流量系数及沿程孔口出流量的变化问题进行了理论分析和试验验证。

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  • According to hydraulic principle, the change of efficient water head, discharge coefficient and discharge of orifice along porous pipes have been discussed and checked by experiments in this paper.

    运用水力学原理,对多孔配水管孔口出流量公式的孔口作用水头、孔口流量系数及沿程孔口出流量的变化问题进行了理论分析和试验验证。

    youdao

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