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Dealing with Supercritical Flow in Culvert

机译:处理涵洞的超临界流量

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摘要

This paper proposes structural hydraulic models to control supercritical flows in culverts. Baffle blocks are designed to be placed in the culvert with the purpose of transforming supercritical into subcritical flow. The supercritical flow needs to be controlled so that scour will not occur at the downstream section of the culvert which is normally made of loose particles of the existing channel. The uncontrolled scour would eventually lead to failure in the embankment. Three baffle block designs were proposed in the experiments with different shapes and arrangement. It was noticed that the occurrence of baffle blocks significantly dampen the supercritical flow, for which Froude number of the approaching flow becomes smaller and velocity becomes slower. This signifies that the supercritical flow has been entirely transformed to subcritical flow. Energy losses were also computed for all designs and the results were compared.
机译:本文提出了控制涵洞超临界流动的结构液压模型。挡板块设计用于将超临界流入亚临界流的涵洞。需要控制超临界流,以便在涵洞的下游部分处于通常由现有通道的松散粒子制成的下游部分。不受控制的冲刷最终会导致堤防失败。在具有不同形状和布置的实验中提出了三个挡板设计。注意到,挡板块的发生显着抑制了超临界流量,该流动的弗劳德数变小,速度变慢。这表示超临界流完全转化为亚临界流量。还计算了所有设计的能量损失,并比较了结果。

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