Energy dissipation for supercritical flows by using screens with triangular shape openings

U. Singh, P. Roy
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引用次数: 1

Abstract

ABSTRACT In the present study, experiments were conducted in the laboratory to investigate the effectiveness of perforated screens having triangular shape openings in dissipating the energy of supercritical flows. The porosity of the perforated screens was maintained at 45%. Experiments were conducted by placing the screens at an angle α (45°, 75°, 90°, 120°, and 135°) with the upstream direction of supercritical flow. Further, for each of the angular positions, the screens were used both in single and double layers. In the case of the double layer, the two screens were placed at a 2.5 cm gap. The supercritical flow when collided with the screen, a hydraulic jump was created in the immediate upstream of the screen. In all the experiments, the Froude number, F1 of the supercritical flow approaching the screen was varied from 3.16 to 19.26. The relative energy dissipation between the upstream and downstream of the screen was significantly larger than that due to the classical hydraulic jumps. Further, it was found that this relative energy loss varied non-linearly with respect to F1, but the variation was negligible due to screen angles α.
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三角形开口筛网对超临界流动的能量耗散
在本研究中,在实验室进行了实验,以研究具有三角形开口的多孔筛网在超临界流动中消散能量的有效性。射孔筛管的孔隙率保持在45%。实验采用与超临界流上游方向成45°、75°、90°、120°和135°夹角放置筛网进行。此外,对于每个角度位置,屏幕都被用于单层和双层。在双层的情况下,两个屏幕被放置在2.5厘米的间隙。超临界流体与筛管发生碰撞时,在筛管的上游产生了一个液压跃变。在所有实验中,超临界气流接近筛网的弗劳德数F1在3.16 ~ 19.26之间变化。筛网上下游之间的相对能量耗散明显大于传统水力跳变造成的能量耗散。此外,还发现这种相对能量损失与F1呈非线性变化,但由于屏角α的影响,这种变化可以忽略不计。
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来源期刊
ISH Journal of Hydraulic Engineering
ISH Journal of Hydraulic Engineering Engineering-Civil and Structural Engineering
CiteScore
4.30
自引率
0.00%
发文量
59
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