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Prediction of flow patterns during silo discharges using a finite element approach and its preliminary experimental verification 被引量:16

Prediction of flow patterns during silo discharges using a finite element approach and its preliminary experimental verification
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摘要 Obtaining a reliable discharge of particulate solids from a storage silo is a prerequisite to securing oper- ational adequacy in solids handling processes. If a silo is poorly designed, an unreliable interrupted discharge often occurs. In this study, an in-house finite element (FE) program was modified to predict the particulate solids flow patterns during discharges from silos, and the effect of a double-cone insert on such flow patterns. In FE modeling, a Eulerian approach was adopted with an assumption of steady-state flow-a state that greatly facilitated investigations on the effects of double-cone inserts on the flow of particulate solids. Predictions were carried out on whether the discharge was in mass flow or funnel flow, associated with the inclination angle of the silo's hopper. Predicted results were in agreement with the Jenike Chart, and proved that an upper lateral pressure ratio value gave a better critical hopper half angle to achieve mass flow (EN 1991-4, 2006). The shape and size of the stagnant zone were further discussed to address the flow channel boundary between the flowing and static solids if the discharge was in a funnel pattern. Results also showed the effects of a double-cone insert on the flow patterns which con- verted silos from funnel flow to mass flow up to a certain hopper inclination angle and would improve the flow pattern even for shallower angles. Experiments were carried out to verify some of the predicted results. Some qualitative comparisons were made between the predicted results and experimental mea- surements, which indicated that further efforts are needed in predicting the shape of the stagnant zone (flow channel boundary) during funnel flow discharges. Obtaining a reliable discharge of particulate solids from a storage silo is a prerequisite to securing oper- ational adequacy in solids handling processes. If a silo is poorly designed, an unreliable interrupted discharge often occurs. In this study, an in-house finite element (FE) program was modified to predict the particulate solids flow patterns during discharges from silos, and the effect of a double-cone insert on such flow patterns. In FE modeling, a Eulerian approach was adopted with an assumption of steady-state flow-a state that greatly facilitated investigations on the effects of double-cone inserts on the flow of particulate solids. Predictions were carried out on whether the discharge was in mass flow or funnel flow, associated with the inclination angle of the silo's hopper. Predicted results were in agreement with the Jenike Chart, and proved that an upper lateral pressure ratio value gave a better critical hopper half angle to achieve mass flow (EN 1991-4, 2006). The shape and size of the stagnant zone were further discussed to address the flow channel boundary between the flowing and static solids if the discharge was in a funnel pattern. Results also showed the effects of a double-cone insert on the flow patterns which con- verted silos from funnel flow to mass flow up to a certain hopper inclination angle and would improve the flow pattern even for shallower angles. Experiments were carried out to verify some of the predicted results. Some qualitative comparisons were made between the predicted results and experimental mea- surements, which indicated that further efforts are needed in predicting the shape of the stagnant zone (flow channel boundary) during funnel flow discharges.
出处 《Particuology》 SCIE EI CAS CSCD 2015年第1期42-49,共8页 颗粒学报(英文版)
关键词 Discharge pattern Flow boundary Double-cone insert FE analysis Preliminary verification Discharge pattern Flow boundary Double-cone insert FE analysis Preliminary verification
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  • 1Ayuga, F., Guaita, M., Aguado, P. J., & Couto, A. (2001). Discharge and the eccentricity of the hopper influence on the silo wall pressures. Journal of Engineering Mechanics, 127,1067-1074.
  • 2Benink, E. J. (1989). Flow and stress analysis of cohesionless bulk materials in silos related to codes (Doctoral dissertation). The Netherlands: University Twente.
  • 3Bohrnsen, J. U., Antes, H., Ostendorf, M., & Schwedes, J. (2004). Silo discharge: Measurement and simulation of dynamic behavior in bulk solids. Chemical Engineering & Technology, 27, 71-76.
  • 4Campbell, C. S. (2006). Granular material flows—An overview. Powder Technology, 162(3), 208-229.
  • 5Carson, J. W., Goodwill, D. J., & Bengtson, K. E. (1991). Predicting the shape of flow channels in funnel flow bins and silos. In Paper presented at the American concrete institute convention. Boston, MA, USA.
  • 6Cates, M. E., & Wittmer, J. P. (1998). Stress propagation in sand. Physics A: Statistical Mechanics and its Applications, 249,276-284.
  • 7Cundell, P. A., 8i Strack, O. D. L. (1979). A discrete numerical model for granular assemblies. Geotechnique, 29( 1), 47-65.
  • 8Ding, S. (2004). Investigation of flow and pressure in silos during filling and discharging in presence of inserts (Doctoral dissertation). UK: University of Edinburgh.
  • 9Ding, S., de Silva, S. R., & Enstad, G. G. (2003). Effect of passive inserts on the granular flow from silos using numerical solutions. Particulate Science & Technology, 21, 211-226.
  • 10Ding, S., Hafenbradl, F., Enstad, G., Jecmenica, M., & de Silva, S. R. (2001). Observation on the change from funnel to mass flow by means of a double-cone. In Proceedings of the 7th Internationa/ conference on bulk materials storage, handling and transportation Newcastle, Australia.

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