The effects of a counter-current interstitial flow on a discharging hourglass

被引:17
作者
Muite, BK [1 ]
Hunt, ML [1 ]
Joseph, GG [1 ]
机构
[1] CALTECH, Div Engn & Appl Sci, Pasadena, CA 91125 USA
关键词
D O I
10.1063/1.1781158
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This work experimentally investigates the effects of an interstitial fluid on the discharge of granular material within an hourglass. The experiments include observations of the flow patterns, measurements of the discharge rates, and pressure variations for a range of different fluid viscosities, particle densities and diameters, and hourglass geometries. The results are classified into three regimes: (i) granular flows with negligible interstitial fluid effects; (ii) flows affected by the presence of the interstitial fluid; and (iii) a no-flow region in which particles arch across the orifice and do not discharge. Within the fluid-affected region, the flows were visually classified as lubricated and air-coupled flows, oscillatory flows, channeling flows in which the flow preferentially rises along the sidewalls, and fluidized flows in which the upward flow suspends the particles. The discharge rates depends on the Archimedes number, the ratio of the effective hopper diameter to the particle diameter, and hourglass geometry. The hopper-discharge experiments, as well as experiments found in the literature, demonstrate that the presence of the interstitial fluid is important when the nondimensional ratio (N) of the single-particle terminal velocity to the hopper discharge velocity is less than 10. Flow ceased in all experiments in which the particle diameter was greater than 25% of the effective hopper diameter regardless of the interstitial fluid. (C) 2004 American Institute of Physics.
引用
收藏
页码:3415 / 3425
页数:11
相关论文
共 11 条
[1]  
Clift R., 1978, BUBBLES DROPS PARTIC
[2]   THE VOIDAGE FUNCTION FOR FLUID PARTICLE INTERACTION SYSTEMS [J].
DIFELICE, R .
INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 1994, 20 (01) :153-159
[3]   THE DISCHARGE OF GRANULAR-MATERIALS FROM UNVENTILATED HOPPERS [J].
DUCKER, JR ;
DUCKER, ME ;
NEDDERMAN, RM .
POWDER TECHNOLOGY, 1985, 42 (01) :3-14
[4]  
ERGUN S, 1952, CHEM ENG PROG, V48, P89
[5]  
Nedderman R., 1992, Statics and kinematics of granular materials
[6]  
PENNEC TL, 1996, PHYS REV E, V53, P2257
[7]  
Richardson J.F., 1954, T I CHEM ENG-LOND, V32, pS82
[8]  
Scott R.F., 1963, PRINCIPLES SOIL MECH
[9]   ENHANCED SEDIMENTATION IN VESSELS WITH INCLINED WALLS - EXPERIMENTAL-OBSERVATIONS [J].
SHAQFEH, ESG ;
ACRIVOS, A .
PHYSICS OF FLUIDS, 1987, 30 (07) :1905-1914
[10]   The dynamics of granular flow in an hourglass [J].
Veje, CT ;
Dimon, P .
GRANULAR MATTER, 2001, 3 (03) :151-164