Abstract
This work examines the algebraic \(\mu -I\) relation proposed for steady uniform dry granular flows via unsteady granular avalanche experiments of finite nearly identical dry glass spheres down an inclined narrow reservoir of smooth bed. Lateral high-speed digital imaging permits particle tracking velocimetry with which we can evaluate bulk local instantaneous volume fraction and velocity components to conduct a quasi-two-dimensional control volume analysis of streamwise momentum assuming an internal shear stress based on the \(\mu -I\) rheology, a hydrostatic normal stress and a Coulomb yielding condition at lateral walls. Hence, the desired \(\mu \) is a function of flow dynamics and a wall friction coefficient \(\mu _w\). Complementary sliding table experiments were conducted to estimate an upper bound of \(\mu _w=0.17\) which was used with a chosen nonzero lower bound \(\mu _w=0.05\) to extract possible range of \(\mu \) at a local instantaneous inertial number I. The so-obtained local instantaneous \(\mu -I\) data conform to the non-linear monotonically increasing trend proposed for steady inertial flows above a crossover value \(I_c\approx 0.03\). Below \(I_c\), a peculiar segment of decaying \(\mu \) with I was revealed agreeing to the rheology tests in quasi-static regime.
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The authors appreciate the financial support from the Ministry of Science and Technology of Taiwan (102-2221-E-002-083-MY2 and 103-2221-E-002-174-MY2) and National Taiwan University (103R891703).
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Appendix
Appendix
This appendix describes how we estimated the variation of U across the current reservoir width, w / D = 9.4, based on the experimental results by Jop et al. [12]. These authors report the surface velocity for a steady heap flow across a channel of various widths, w / D=19-570, and the maximum and minimum velocity were measured at the flow center line, \(U_c\), and at the sidewalls, \(U_w\), respectively. Based on Fig. 3a therein, we measured both \(U_c\) and \(U_w\) to compute a surface velocity decay percentage by \(\varepsilon \%=(U_c-U_w)/U_c \times 100\%\) for each examined width. The obtained \(\varepsilon \%\) is examined with respect to w / D in Fig. 12 showing monotonic decrease with w / D but at a much pronounced degree at small w / D. This trend suggests a milder velocity variation across a narrower channel width since a greater portion of the flowing mass is under the influence of lateral wall friction. We used the data from the narrowest two channel widths, w / D = 19 and 57, to extrapolate the decay percentage for the current reservoir width to obtain \(\varepsilon \%\approx 7\%\) which value led to the assumption of nearly two-dimensional flow in the control volume analysis.
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Huang, YT., Yang, FL. & Lin, SR. Indirect measurement of \(\mu (I)\) relation from finite granular avalanche down an inclined narrow reservoir of smooth bed. Granular Matter 19, 51 (2017). https://doi.org/10.1007/s10035-017-0736-3
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DOI: https://doi.org/10.1007/s10035-017-0736-3