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首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >Bed scour by debris flows: experimental investigation of effects of debris-flow composition
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Bed scour by debris flows: experimental investigation of effects of debris-flow composition

机译:泥石流冲刷床层:泥石流成分影响的实验研究

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Debris flows can grow greatly in size by entrainment of bed material, enhancing their runout and hazardous impact. Here, we experimentally investigate the effects of debris-flow composition on the amount and spatial patterns of bed scour and erosion downstream of a fixed to erodible bed transition. The experimental debris flows were observed to entrain bed particles both grain by grain and en masse, and the majority of entrainment was observed to occur during passage of the flow front. The spatial bed scour patterns are highly variable, but large-scale patterns are largely similar over 22.5-35 degrees channel slopes for debris flows of similar composition. Scour depth is generally largest slightly downstream of the fixed to erodible bed transition, except for clay-rich debris flows, which cause a relatively uniform scour pattern. The spatial variability in the scour depth decreases with increasing water, gravel (= grain size) and clay fraction. Basal scour depth increases with channel slope, flow velocity, flow depth, discharge and shear stress in our experiments, whereas there is no correlation with grain collisional stress. The strongest correlation is between basal scour and shear stress and discharge. There are substantial differences in the scour caused by different types of debris flows. In general, mean and maximum scour depths become larger with increasing water fraction and grain size, and decrease with increasing clay content. However, the erodibility of coarse-grained experimental debris flows (gravel fraction = 0.64) is similar on a wide range of channel slopes, flow depths, flow velocities, discharges and shear stresses. This probably relates to the relatively large influence of grain-collisional stress to the total bed stress in these flows (30-50%). The relative effect of grain-collisional stress is low in the other experimental debris flows (<5%), causing erosion to be largely controlled by basal shear stress. Copyright (c) 2016 John Wiley & Sons, Ltd.
机译:夹带床料会增加泥石流的大小,从而增加其跳动和有害影响。在这里,我们实验研究泥石流组成对固定床到易蚀床过渡下游河床冲刷和侵蚀的数量和空间格局的影响。观察到实验性泥石流会逐粒地和整体地夹带床颗粒,并且观察到大部分夹带是在流锋通过期间发生的。空间河床冲刷模式变化很大,但是对于组成相似的泥石流,大型模式在22.5-35度的通道坡度上非常相似。冲刷深度通常是在固定到易蚀床过渡的稍下游处最大的,但富含粘土的碎屑流会导致冲刷模式相对均匀。冲刷深度的空间变异性随水,砾石(=粒度)和粘土分数的增加而减小。在我们的实验中,基础冲刷深度随通道坡度,流速,流深,流量和剪切应力而增加,而与颗粒碰撞应力无关。最强烈的相关性是在基础冲刷和剪切应力与流量之间。由不同类型的泥石流引起的冲刷存在很大差异。通常,平均冲刷深度和最大冲刷深度随着水含量和粒度的增加而变大,而随粘土含量的增加而减小。但是,在宽范围的通道坡度,流动深度,流动速度,流量和剪切应力下,粗颗粒实验碎屑流(砾石分数= 0.64)的可蚀性相似。这可能与颗粒碰撞应力对这些流中总床应力的较大影响有关(30-50%)。在其他实验性泥石流中,颗粒碰撞应力的相对影响很低(<5%),从而导致侵蚀主要由基础剪切应力控制。版权所有(c)2016 John Wiley&Sons,Ltd.

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