2018
DOI: 10.2208/jscejam.74.i_393
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DENSE GRANULAR FREE-SURFACE FLOWS: COMPARISON BETWEEN <i>μ</i>(<i>I</i>)-RHEOLOGY AND DEM SIMULATION

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Cited by 2 publications
(6 citation statements)
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“…3a shows the test of such Bagnold-like scaling as v x = A(θ )(H 3/2 − (H − y)) 3/2 , where the prefactor A(θ ) is a constant term that also increases with θ . This observation agrees with the previous contributions on monodisperse inclined flows 1,3) . As the streamwise velocities are measured, the shear rates can be computed by γ = dv x /dy.…”
Section: Monodisperse Granular Flowssupporting
confidence: 94%
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“…3a shows the test of such Bagnold-like scaling as v x = A(θ )(H 3/2 − (H − y)) 3/2 , where the prefactor A(θ ) is a constant term that also increases with θ . This observation agrees with the previous contributions on monodisperse inclined flows 1,3) . As the streamwise velocities are measured, the shear rates can be computed by γ = dv x /dy.…”
Section: Monodisperse Granular Flowssupporting
confidence: 94%
“…Among them, a combination of the following expressions is usually adopted to capture the rela-tions in free-surface flows 11,13) . This guarantees the prediction accuracy even without data in low inertial numbers, as reported in our previous work 1) :…”
Section: Introductionsupporting
confidence: 80%
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