Depth-averaged relations for granular-liquid uniform flows over mobile bed in a wide range of slope values |
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Authors: | Luigi Fraccarollo Michele Larcher Aronne Armanini |
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Affiliation: | (1) CUDAM—Dipartimento di Ingegneria Civile e Ambientale, Università degli Studi di Trento, via Mesiano 77, 38050 Trento, Italy |
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Abstract: | The behavior of liquid-granular flows, driven by gravity, is experimentally analyzed. Two types of free-surface uniform flow
can take place, having different boundary conditions at the bottom. The first one runs over a fixed surface behaving as a
solid (non-deformable) impermeable wall; the second one runs over a mobile-bed at rest, formed by the same loose grains and
liquid of the flowing mixture. In the paper we will mark the differences between the two, but focus on the latter one. The
experiments span over, and characterize, the possible flow regimes. In mobile-bed uniform flows it has been found that the
Froude number reduces as the slope increases. Accordingly, there is an increment of the solid-concentration. These results
are meaning that as slope increases a progressive dominance and thickening of frictional layers over collisional ones is taking
place through the flow depth. Same behaviours have been observed by changing the type of grains in the flowing mixture. These
findings contrast with the case of flows over a solid wall, where different trends are observed. Application of force balances
by means of Coulomb law provides interesting confirmation of what observed and allows to take into account the surface-tension
effects, which come into play when the particles on top are going to desaturate. Experimental data have also been employed
to assess the applicability of kinetic theories to wet granular flows. Energy and momentum balances, under the hypothesis
of no contribution in the liquid phase (except for the added mass concept) to shear stress and to the energy processes, are
applied throughout the flow depth of the solid phase. Although depth-averaged quantities come out to have a trend similar
to the experimental one, deficiencies in the theoretical approach, mainly due to its inability to represent frictional contacts,
are clearly detected. Same conclusions may be drawn by applying the quite simple Bagnold theory. Altogether, a more appropriate
theory able to deal with both collisional and frictional mechanisms, including the transition between, is demanded. |
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Keywords: | Liquid-granular flow Mobile bed Uniform-flow Froude number and concentration behaviour Collisional and frictional stress Kinetic theory |
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