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Experimental study on discharge coefficient of a gear-shaped weir

机译:齿轮堰溢流系数的实验研究

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This study focused on hydraulic characteristics around a gear-shaped weir in a straight channel.Systematic experiments were carried out for weirs with two different gear heights and eight groups of geometrical parameters.The impacts of various geometrical parameters of gear-shaped weirs on the discharge capacity were investigated.The following conclusions are drawn from the experimental study:(1)The discharge coefficient(mc)was influenced by the size of the gear:at a constant discharge,the weir with larger values of a/b(a is the width of the gear,and b is the width between the two neighboring gears)and a/c(c is the height of the gear)had a smaller value of mc.The discharge capacity of the gear-shaped weir was influenced by the water depth in the weir.(2)For type C1 with a gear height of 0.01 m,when the discharge was less than 60 m3/h and H1/P<1.0(H1 is the water depth at the low weir crest,and P is the weir height),mc significantly increased with the discharge and H1/P;with further increases of the discharge and H1=P,mc showed insignificant decreases and fluctuated within small ranges.For type C2 with a gear height of 0.02 m,when the discharge was less than 60 m3/h and H1/P<1.0,mc significantly increased with the discharge and H1/P;when the discharge was larger than 60 m3/h and H1/P>1.0,mc slowly decreased with the increases of the discharge and H1/P for a/b<1.0 and a/c<1.0,and slowly increased with the discharge and H1/P for a/b>1.0 and a/c>1.0.(3)A formula of mc for gear-shaped weirs was established based on the principle of weir flow,with consideration of the water depth in the weir,the weir height and width,and the height of the gear.
机译:本研究的重点是直通道齿轮形堰的水力特性,对两个不同齿轮高度和八组几何参数的堰进行了系统实验,齿轮形堰的各种几何参数对流量的影响通过实验研究得出以下结论:(1)排量系数(mc)受齿轮尺寸的影响:在恒定排量下,a / b值较大的堰(a为齿轮的宽度,b是两个相邻齿轮之间的宽度),而a / c(c是齿轮的高度)的mc值较小。齿轮状堰的排放量受水的影响(2)对于齿轮高度为0.01 m的C1型,当排放量小于60 m3 / h且H1 / P <1.0时(H1是低堰顶的水深,P为堰高),mc随着放电和H1 / P的增加而显着增加;进一步增加C1型齿轮高度为0.02 m的排气量小于60 m3 / h且H1 / P <1.0时,mc显着增加,并且H1 = P,mc的排放量没有明显的下降并且在小范围内波动。当流量大于60 m3 / h且H1 / P> 1.0时,mc随流量和H1 / P的增加而缓慢下降,a / b <1.0和a / c <1.0 (3)基于堰流原理,建立了齿轮型堰的mc公式,并考虑了流量的影响,随着流量的增加和H1 / P的增加,a / b> 1.0和a / c> 1.0。堰中的水深,堰的高度和宽度以及齿轮的高度。

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