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首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >Supplementary data confirming the relationship between critical Shields stress, grain size and bed slope
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Supplementary data confirming the relationship between critical Shields stress, grain size and bed slope

机译:补充数据证实了临界Shields应力,晶粒尺寸和床坡度之间的关系

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摘要

This article presents new experimental data on threshold conditions for motion of coarse uniform sediments. The experiments were conducted with 2.8 mm gravel in a 7.5 m long by 0.3 m wide flume and included measurements of hydraulic characteristics and rate of bed particle movement for a range of flows at different bed slopes. A reference transport method was used to define the beginning of sediment motion. Results from experiments with glass balls (diameters 6 and 9 mm) and coarse uniform gravels (17.5 and 38.6 mm) conducted by other researchers were used as an additional independent data set. The experimental data confirm the recent finding that the critical Shields stress for motion of coarse uniform sediment varies with both grain size and bed slope. Copyright (C) 2007 John Wiley & Sons, Ltd.
机译:本文介绍了有关粗糙均匀沉积物运动的阈值条件的新实验数据。实验是在7.5 mm长,0.3 m宽的水槽中使用2.8 mm砾石进行的,包括水力特性和在不同床坡度范围内的一系列流动的床颗粒运动速率的测量。参考输运方法被用来定义泥沙运动的开始。其他研究人员使用玻璃球(直径6和9毫米)和粗糙均匀的砾石(17.5和38.6毫米)进行实验的结果被用作附加的独立数据集。实验数据证实了最近的发现,即对于粗糙的均匀沉积物运动的临界Shields应力随晶粒尺寸和床坡度而变化。版权所有(C)2007 John Wiley&Sons,Ltd.

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