Transition mechanism of debris flows over rigid bed to over erodible bed

S Egashira , T Itoh , H Takeuchi
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引用次数: 44

Abstract

In debris flows over erodible beds, the kinematic conditions at the bed surface, such as velocity and velocity gradient, are determined by the dynamic condition that the driving force must be equal to the yield stress at the bed surface. In debris flows over rigid beds, on the other hand, kinematic quantities depend on such conditions as bed slope, sediment discharge rate, static friction angle of sediment and friction angle of grain to the bed surface. In the present study, the differences between debris flows over erodible and rigid beds as well as the transition between the two are analyzed theoretically by solving for velocity and sediment concentration profiles. An important difference between the two lies in the shear stress distributions near the bed. The velocity gradient takes a finite value in the case of a rigid bed, and zero in the case of an erodible bed, which causes several different features in the profiles of velocity, and sediment concentration, and correspondingly in the flow resistance. The theoretical results are verified by flume data.

泥石流从刚性床层向可蚀性床层的过渡机理
在可蚀性河床上的泥石流中,河床表面的运动学条件,如速度和速度梯度,是由驱动力必须等于河床表面屈服应力的动力学条件决定的。另一方面,在刚性河床上的泥石流中,运动学量取决于河床坡度、输沙速率、泥沙的静摩擦角和颗粒与河床表面的摩擦角等条件。本文通过求解流速和含沙量剖面,从理论上分析了可蚀层和刚性层上泥石流的差异以及两者之间的过渡。两者之间的一个重要区别在于床层附近的剪应力分布。在刚性河床中,流速梯度取有限值,而在可蚀河床中,流速梯度取零,这就导致了流速和泥沙浓度剖面的几个不同特征,并相应地导致了流阻的变化。水槽实测数据验证了理论结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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