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Hydraulic properties of a bifurcated channel system with different bed slopes under sub-critical flow

机译:亚临界流下具有不同床坡度的分岔通道系统的水力特性

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This study investigates mainstream alternation by examining the hydraulic properties of a bifurcated channel on a flat bed and on a movable bed, under sub-critical flow. We consider a bifurcation model and apply momentum equations to it. The results show that the system has two solutions for discharge ratio r. one for sub-critical flow, and the other for super-critical flow. We performed flat-bed and movable-bed experiments. The flat-bed experiments showed that the discharge ratio r remains constant during each run, a result that agrees fairly well with the theoretical solution under sub-critical flow. The theoretical solution means that discharge into the steeper channel branch is greater than that into the other channel. The movable-bed experiments showed that r oscillates with time for each run. And mainstream alternation occurred only in one Run which bed form is dune.
机译:这项研究通过检查亚临界流下平板床和可移动床上的分叉通道的水力特性,研究了主流交替方案。我们考虑分叉模型,并对其应用动量方程。结果表明,该系统对排放比r有两种解决方案。一个用于亚临界流,另一个用于超临界流。我们进行了平板床和移动床实验。平板实验表明,每次运行时排出比r保持恒定,这一结果与亚临界流量下的理论解非常吻合。理论上的解决方案意味着流入较陡峭通道分支的流量大于流入其他通道的流量。可移动床实验表明,每次运行时r随时间振荡。而且主流交替只发生在一张沙丘形式的运行中。

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