Artificial Control Against Unstable Flow in Submerged Jump Below Single or Multiple Gates

Y. Yasuda, S. Narazaki
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Abstract

For the formation of submerged hydraulic jump with a large submergence, a high velocity flow below a sluice gate is located near the bottom. When the main flow lifts to the water surface from the channel bottom, in some cases, the main flow is periodically deflected. In this case, it might be difficult for swimming fishes to migrate upstream through the hydraulic structure, even if the fish passage is installed at the downstream of the structure. Therefore, there is a need to the periodically deflected flow must be changed to a stabilized flow. In this study, the installation of baffle blocks with asymmetrical length at the downstream of sluice gates was proposed in order to disappear a periodically deflected flow in submerged hydraulic jump. The experiments yield that the periodically deflected flow can be disappeared. The artificially controlled flow has been confirmed by time averaged velocity and the velocity with time series. Key words: multiple gate, submerged jump, periodically deflected flow, baffle block, artificial control
单闸或多闸水下跳闸不稳定流量的人工控制
对于沉水较大的淹没型水跃的形成,水闸下方的高速水流位于靠近底部的位置。当主流从通道底部上升到水面时,在某些情况下,主流会周期性地偏转。在这种情况下,即使在水工构筑物的下游安装鱼类通道,游动的鱼类也很难通过水工构筑物向上游迁移。因此,有必要将周期性偏转的流动改为稳定的流动。本文提出在水闸下游加设长度不对称的挡流块,以消除水下跳闸的周期性偏流。实验结果表明,周期性偏转流可以消除。通过时间平均速度和时间序列速度对人工控制流量进行了验证。关键词:多闸口,潜跃,周期性偏流,挡板,人工控制
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