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Laboratory studies of the effect of space and width of baffles on the length of hydraulic jumping in the downstream of baffles apron drop

机译:挡板空间和宽度对挡板下游挡板水力跳跃长度影响的实验室研究

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摘要

The hydraulic jumping is one of the wonderful hydraulic phenomenons which cause the dissipation of kinetic energy of water. Hydraulic structures like stilling basins generally make use of the important feature of hydraulic jumping in the downstream ofcrests, drops, and gates. The dimension of these structures is directly related to the features of the hydraulic jumping. Hence, to make these structures economical, a myriad of studies have been done on the features of the hydraulic jumping, the ways of controlling it and/or to minimize its dimensions. Baffled apron drops in channels or discharging creeks to eliminate the excess energy resulting from lowering the line of bed slope. One of the main advantages of this structure is to dissipate a portionof total energy on the slope and to shortening of length of the hydraulic jumping. The current study is conducted based on above mentioned hypothesis. After identifying the effective parameters, the physical model of baffles was made in 3 different widths and placed in 3 different spaces on its bed, and then different experiments were conducted on their influence in the downstream of this type of drop. Data analysis revealed that baffles cause the decrease of length of jumping in average of 50 percentand decrease of the second depth of jumping about 25 percent comparing to the classic mode. The reason of this decrease can be resulted from increase in the amount of fluctuations and speed of turbulence between the baffles which lead in the increase ofshear stress.
机译:水力跳跃是导致水动能耗散的奇妙水力现象之一。水力结构,如消沉池,通常利用波峰,水降和水闸下游的水力跳跃的重要特征。这些结构的尺寸直接与水力跳跃的特征有关。因此,为了使这些结构经济,已经对液压跳跃的特征,控制其的方式和/或最小化其尺寸进行了许多研究。挡板围在通道或卸料小河中,以消除由于降低床坡度线而产生的多余能量。这种结构的主要优点之一是在斜坡上耗散了一部分总能量,并缩短了液压跳跃的长度。当前的研究是基于上述假设进行的。确定有效参数后,将挡板的物理模型制成3种不同的宽度,并放置在其床上的3种不同的空间中,然后对其在这种类型的液滴下游的影响进行不同的实验。数据分析表明,与经典模式相比,挡板平均使跳跃长度减少了50%,使第二次跳跃深度减少了约25%。减少的原因可能是由于挡板之间的波动量和湍流速度增加,导致剪切应力的增加。

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