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Swirling flow at vertical shaft spillways with circular piano-key inlets

机译:带圆形钢琴键入口的垂直竖井溢流中的旋流

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Swirling flow at vertical shaft spillways with an innovative geometry, circular piano-key (CPK) inlet, is investigated based on model experimentation. Detailed measurements of head-discharge relationships, threshold submergence, and flow hydraulic characteristics were performed for CPK spillways. Conditions at the beginning of the submergence are analysed, because this situation is related to a condition in which flow instabilities appear on the spillway crest. The results show that the swirling flow strength for flow through the CPK spillway is several times lower than that for simple shaft spillways. This structure yields excellent hydraulic performance, e.g. increasing the weir overflow length by at least 200% without changing the global size of the shaft spillway, thereby increasing the flow discharge up to six times compared with a simple shaft spillway. Finally, two correlations are derived for determining the threshold submergence depth and discharge coefficient of CPK spillways.
机译:基于模型实验,研究了具有创新几何形状的圆形钢琴键(CPK)入口的竖井溢洪道的旋流。对CPK溢洪道进行了详细的水头流量关系,阈值浸水和流量水力特性测量。分析淹没开始时的状况,因为这种状况与溢洪道顶上出现流量不稳定的状况有关。结果表明,通过CPK溢洪道的旋流强度比简单竖井溢洪道的旋流强度低几倍。这种结构产生出色的水力性能,例如在不改变竖井溢洪道整体尺寸的情况下,至少将溢流堰溢流长度增加了200%,因此与简单的竖井溢洪道相比,流量增加了六倍。最后,得出了两个相关性,用于确定CPK溢洪道的阈值浸没深度和排放系数。

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