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首页> 外文期刊>Journal of Fluid Mechanics >A depth-averaged μ(I)-rheology for shallow granular free-surface flows
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A depth-averaged μ(I)-rheology for shallow granular free-surface flows

机译:浅颗粒自由表面流的平均深度μ(I)流变

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The μ(I)-rheology is a nonlinear viscous law, with a strain-rate invariant and pressure-dependent viscosity, that has proved to be effective at modelling dry granular flows in the intermediate range of the inertial number, I. This paper shows how to incorporate the rheology into depth-averaged granular avalanche models. To leading order, the rheology generates an effective basal friction, which is equivalent to a rough bed friction law. A depth-averaged viscous-like term can be derived by integrating the in-plane deviatoric stress through the avalanche depth, using pressure and velocity profiles from a steady-uniform solution to the full μ(I)-rheology. The resulting viscosity is proportional to the thickness to the three halves power, with a coefficient of proportionality that is angle dependent. When substituted into the depth-averaged momentum balance this term generates second-order derivatives of the depth-averaged velocity, which are multiplied by a small parameter. Its inclusion therefore represents a singular perturbation to the equations. It is shown that a granular front propagating down a rough inclined plane is completely unaffected by the rheology, but, discontinuities, which naturally develop in inviscid roll-wave solutions, are smoothed out. By comparison with existing experimental data, it is shown that the depth-averaged μ(I)-rheology accurately predicts the growth rate of spatial instabilities to steady-uniform flow, as well as the dependence of the cutoff frequency on the Froude number and inclination angle. This provides strong evidence that, in the steady-uniform flow regime, the predicted decrease in the viscosity with increasing slope is correct. Outside the range of angles where steady-uniform flows develop, the viscosity becomes negative, which implies that the equations are ill-posed. This is a signature of the ill-posedness of the full μ(I)-rheology at both high and low inertial numbers. The depth-averaged μ(I)-rheology therefore cannot be used outside the valid range of angles without additional regularization.
机译:μ(I)-流变学是非线性粘性定律,具有应变率不变和压力依赖的粘度,已证明可有效地模拟惯性数I中间范围内的干燥颗粒流。如何将流变学纳入深度平均颗粒雪崩模型。按照领先的顺序,流变会产生有效的基础摩擦力,这等效于粗糙床摩擦定律。可以使用从稳态均匀解到完整μ(I)流变的压力和速度曲线,通过对整个雪崩深度的平面内偏应力进行积分,得出深度平均的粘性状项。所得的粘度与厚度的三等分幂成正比,比例系数与角度有关。当代入深度平​​均动量平衡时,该项将生成深度平均速度的二阶导数,并将其乘以一个小参数。因此,它的包含表示方程的奇异摄动。结果表明,在粗糙的倾斜平面上传播的粒状前缘完全不受流变学的影响,但是平滑了在不粘辊波解决方案中自然产生的不连续性。通过与现有实验数据的比较,表明深度平均μ(I)流变学可以准确预测空间不稳定性对均匀流的增长率,以及截止频率对弗洛德数和倾角的依赖性角度。这提供了有力的证据,在稳定均匀的流动状态下,随着坡度的增加,粘度的预计下降是正确的。在产生稳定均匀流动的角度范围之外,粘度变为负值,这意味着方程是不正确的。这是在高和低惯性数下完整μ(I)流变性的不适定性的标志。因此,如果没有其他正则化,则不能在角度的有效范围之外使用深度平均的μ(I)流变。

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