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由于在U形渠道中不可避免地存在陡槽及跌坎,因此U形渠道中的水跃是较常见的水力现象。关于U形渠道中的水跃计算,目前还很少见到有关文献报告,本文试图对这一问题进行分析研究。
Due to the unavoidable presence of troughs and valleys in the U-shaped channels, water jets in the U-shaped channels are the more common hydraulic phenomena. With regard to the calculation of hydraulic jump in the U-shaped channel, there is still seldom found relevant literature reports. This paper attempts to analyze this issue.