Literature DB >> 11800690

Dry granular flows down an inclined channel: experimental investigations on the frictional-collisional regime.

Christophe Ancey1.   

Abstract

This paper presents experimental results on dry granular flows down an inclined rough channel. Different flow regimes were identified depending on the Froude number. For Froude numbers exceeding a critical value (function of the channel slope), flow was characterized by a fairly linear velocity profile and a discharge equation in the form q varies with h(n) with q the flow rate per unit width, h the flow depth, and n an exponent in the range 2-3 (regime A). When the Froude number was lower than the critical value, the flow was characterized by a convex velocity profile and a discharge equation of the form q varies with h(n), with n ranging from 0.97 to 1.16, producing the striking result that the mean velocity was constant for a given inclination of the channel (regime B). Experimental data were used to test three theoretical models developed to describe dry granular flows in a frictional-collisional regime. Savage's model provides results that capture experimental trends well and yield the correct magnitude for velocity and discharge for regime A, but it reproduces the dependence of the discharge on the channel slope for only a narrow range of slopes [S. B. Savage, in U.S./Japan Seminar on New Models and Constitutive Relations in the Mechanics of Granular Materials, Ithaca, 1982, edited by J. T. Jenkins and M. Satake (Elsevier Science Publishers, Amsterdam, 1982), p. 261]. In contrast, Mills et al.'s model is less refined and requires fitting an input parameter to give the correct magnitude of velocity but it successfully accounts for the variation in the discharge with slope for regime A for a wide range of slopes [Mills, Loggia, and Tixier, Europhys. Lett. 45, 733 (1999); Eur. Phys. J. E 1, 5 (2000)]. Ancey and Evesque's model is also crude in determining the density profile but manages to provide velocity profiles and discharge equations in good agreement with experimental data for regime B [C. Ancey and P. Evesque, Phys. Rev. E 62, 8349 (2000)].

Year:  2001        PMID: 11800690     DOI: 10.1103/PhysRevE.65.011304

Source DB:  PubMed          Journal:  Phys Rev E Stat Nonlin Soft Matter Phys        ISSN: 1539-3755


  6 in total

1.  Stationary shear flows of dense granular materials: a tentative continuum modelling.

Authors:  C Josserand; P-Y Lagrée; D Lhuillier
Journal:  Eur Phys J E Soft Matter       Date:  2004-06       Impact factor: 1.890

2.  On dense granular flows.

Authors: 
Journal:  Eur Phys J E Soft Matter       Date:  2004-08       Impact factor: 1.890

3.  Granular flows in a rotating drum: the scaling law between velocity and thickness of the flow.

Authors:  G Félix; V Falk; U D'Ortona
Journal:  Eur Phys J E Soft Matter       Date:  2007-02-16       Impact factor: 1.890

4.  Continuum modelling of segregating tridisperse granular chute flow.

Authors:  Zhekai Deng; Paul B Umbanhowar; Julio M Ottino; Richard M Lueptow
Journal:  Proc Math Phys Eng Sci       Date:  2018-03-14       Impact factor: 2.704

5.  A conveyor belt experimental setup to study the internal dynamics of granular avalanches.

Authors:  Tomás Trewhela; Christophe Ancey
Journal:  Exp Fluids       Date:  2021-09-25       Impact factor: 2.480

6.  Numerical Simulation of Dry Granular Flow Impacting a Rigid Wall Using the Discrete Element Method.

Authors:  Fengyuan Wu; Yunyun Fan; Li Liang; Chao Wang
Journal:  PLoS One       Date:  2016-08-11       Impact factor: 3.240

  6 in total

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