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Discharge Coefficient for a Water Flow through a Bottom Orifice of a Conical Hopper

机译:通过圆锥形漏斗底部孔的水的排放系数

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摘要

Discharge coefficients for water flow through a vertical, circular orifice at the bottom of a conical hopper were experimentally studied in the present paper. The conical hopper consists of a cylindrical hopper of inside diameter of 48 cm and a bottom cone of side slope of 45°. Experiments were carried out under different orifice diameters and water heads. The dependence of the discharge coefficient on the orifice diameter and water head was analyzed, and then an empirical relation was developed by using a dimensional analysis and a regression analysis. The results show that the larger orifice diameter or higher water head have a smaller discharge coefficient and the orifice diameter plays more significant influence on the discharge coefficient than the water head does. The discharge coefficient of water flow through a bottom orifice is larger than that through a sidewall orifice under the similar conditions of the water head, orifice diameter, and hopper size.
机译:本文对通过锥形漏斗底部的垂直圆形孔口的水的排放系数进行了实验研究。锥形漏斗由一个内径为48厘米的圆柱形漏斗和一个侧面倾斜度为45°的底部锥体组成。实验是在不同的孔口直径和水头下进行的。分析了排放系数对孔直径和水头的依赖性,然后通过尺寸分析和回归分析建立了经验关系。结果表明,较大的孔口直径或较高的水头具有较小的排放系数,并且孔口直径对排放系数的影响比水头更大。在水头,孔口直径和料斗尺寸相似的条件下,通过底部孔口的水的排放系数大于通过侧壁孔口的水的排放系数。

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