Hydrodynamics for Convection in Vibrating Beds of Cohesionless Granular Materials
スポンサーリンク
概要
- 論文の詳細を見る
Hydrodynamic equations are solved numerically to investigate convection in vibrating beds of cohesionless granular materials. Crucial influence of boundary conditions on the flow pattern is demonstrated. In addition, the dynamic transition of the roll pattern turns out to originate in different mechanisms of convection. Rolls upwards along sidewalls are thermally activated, while downward modes are driven by sidewalls. A key role of frictional heat in determining the roll pattern is also clarified.
- 社団法人日本物理学会の論文
- 2003-08-15
著者
-
Ohsawa T
Graduate School Of Integrated Science Yokohama City Universityy:(present Address) Nec Informatec Sys
-
Ohtsuki Toshiya
Graduated School Of Integrated Science Yokohama City University
-
Ohtsuki Toshiya
Graduate School Of Integrated Science Yokohama City University
-
Ohsawa Takao
Laboratory Of Nuclear Science Institute For Chemical Research Kyoto University
-
Ohsawa Tomohiro
Graduate School Of Integrated Science Yokohama City Universityy:(present Address) Nec Informatec Sys
-
Ohsawa Takao
Institute For Chemical Research Kyoto University
-
Ohsawa Takao
Institute For Chemical Researech Kyoto University
関連論文
- Elastic and Inelastic Scattering of Deuterons by ^9Be in the Energy Range of 12.17 MeV to 14.43 MeV
- Excited States of ^4He Observed in the ^4He(α, αd)^2H Reaction at 119 Mev
- The D (d,d) D, D (d,p) T and D (d,^3He) n Reactions at 13.2 MeV
- Breakup Reaction of ^3He by ^3He at 120 MeV
- Excited States of ^4He Observed in the ^6Li+d Reaction
- Continuous Energy Spectra of Alpha-Particles from ^B (p, α)^8Be Reaction
- Excited States of ^B near 10 MeV Studied by Proton Induced Reactions on ^9Be
- Three-Body Breakup Reaction in FSI Region
- Multiple Scattering Correction on Quasi-Free Scattering
- Hydrodynamics for Convection in Vibrating Beds of Cohesionless Granular Materials
- Hydrodynamics for Convection in Vibrating Beds of Cohesionless Granular Materials
- 21aWF-5 Self-Organized Criticality of the Second Kind : Two-Component Sandpile Model