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Temporal Evolution of Clear-Water Scour Depth at Submerged Weirs

机译:淹没堰上清水冲刷深度的时间演变

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Equilibrium clear-water scour depths predicted by existing equations based on the peak flow rate of a flood hydrograph can be overly conservative for submerged weirs in mild-slope sandy rivers, because the equilibrium timescale normally is much larger than the timescale of a flood event. Therefore it is important to understand the clear-water scour development at submerged weirs in order to improve the accuracy of scour estimation. This paper presents new data on the temporal evolution of the downstream clear-water scour depth at a submerged weir under steady flow conditions and analyzed the impacts of flow intensity, weir height, sand coarseness parameter, and weir slope on the development of the downstream clear-water scour depth. This study defined a dimensionless equilibrium time scale te* and evaluated its dependencies on the aforementioned parameters. Predictors for te* and the temporal downstream clear-water scour depth at submerged weirs are proposed.
机译:对于平衡坡度通常比洪水事件的时间尺度大得多的情况,对于中等坡度沙质河流中的淹没堰而言,根据现有方程基于洪水水位图的峰值流速预测的平衡清水冲刷深度可能过于保守。因此,重要的是要了解淹没堰上清水冲刷的发展,以提高冲刷估算的准确性。本文提供了在稳定水流条件下淹没堰下游清水冲刷深度随时间变化的新数据,并分析了流量强度,堰高,砂糙度参数和堰坡度对下游清澈发育的影响。 -水冲刷深度。这项研究定义了一个无量纲的平衡时间尺度te *,并评估了它对上述参数的依赖性。提出了te *和淹没堰下游下游清水冲刷深度的预测器。

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