Granular-Fluid Chute Flow: Experimental and Numerical ObservationsSource: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 004Author:Juan A. Garcia Aragon
DOI: 10.1061/(ASCE)0733-9429(1995)121:4(355)Publisher: American Society of Civil Engineers
Abstract: Equations of motion and boundary conditions for a flowing granular-fluid mixture, both based in the kinetic theory for granular flow, are here extended to allow for drag forces resulting from the interstitial fluid that cushions interparticle collisions and particle-wall collisions. Frictional stresses produced when long-term contacts are present and fluid turbulent fluctuations are introduced in the model. The results are compared with measurements from an experimental chute in which the inclination, the solids flow rate, and the fluid flow rate are all varied. The results show that for the same physical conditions (slope, channel roughness, and particle size) there is a value of concentration at which the ratio of collisional stresses over total stresses is a maximum. The theory is found to give a good qualitative account of the observed behavior.
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| contributor author | Juan A. Garcia Aragon | |
| date accessioned | 2017-05-08T20:42:18Z | |
| date available | 2017-05-08T20:42:18Z | |
| date copyright | April 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9429%281995%29121%3A4%28355%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24123 | |
| description abstract | Equations of motion and boundary conditions for a flowing granular-fluid mixture, both based in the kinetic theory for granular flow, are here extended to allow for drag forces resulting from the interstitial fluid that cushions interparticle collisions and particle-wall collisions. Frictional stresses produced when long-term contacts are present and fluid turbulent fluctuations are introduced in the model. The results are compared with measurements from an experimental chute in which the inclination, the solids flow rate, and the fluid flow rate are all varied. The results show that for the same physical conditions (slope, channel roughness, and particle size) there is a value of concentration at which the ratio of collisional stresses over total stresses is a maximum. The theory is found to give a good qualitative account of the observed behavior. | |
| publisher | American Society of Civil Engineers | |
| title | Granular-Fluid Chute Flow: Experimental and Numerical Observations | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 4 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1995)121:4(355) | |
| tree | Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 004 | |
| contenttype | Fulltext |