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    NCU Institutional Repository > 行政單位 > 秘書室 > 期刊論文 >  Item 987654321/104699


    請使用永久網址來引用或連結此文件: https://ir.lib.ncu.edu.tw/handle/987654321/104699


    題名: A two-phase model for dry density-varying granular flows
    作者: 蕭述三;Sheng, L.T.;Tai, Y.C.;Kuo, C.Y.;Hsiau, S.S.
    貢獻者: 秘書室
    關鍵詞: Air entrainment;Granular flows;Solid volume fraction;Two-phase model
    日期: 2013-01-01
    上傳時間: 2026-04-23 11:55:57 (UTC+8)
    出版者: Elsevier BV;Elsevier B.V
    摘要: 摘要: Simulation result: finite mass of a granular flow moving down an inclined flat chute onto a horizontal plane. Figure shows that the evolution of the flowing body (solid blue) and corresponding distribution of solid volume fraction (dashed green lines). [Display omitted] ► A two-phase model for dry granular flows of variable density is presented. ► Air entrainment across the flow surface is introduced. ► The simulation examples show the capability to describe the dry granular flows. A granular flow is normally comprised of a mixture of grain-particles (such as sand, gravel or rocks) of different sizes. In this study, dry granular flows are modeled utilizing a set of equations akin to a two-phase mixture system, in which the interstitial fluid is air. The resultant system of equations for a two-dimensional configuration includes two continuity and two momentum balance equations for the two respective constituents. The density variation is described considering the phenomenon of air entrainment/extrusion at the flow surface, where the entrainment rate is assumed to be dependent on the divergent or convergent behavior of the solid constituent. The density difference between the two constituents is extremely large, so, as a consequence scaling analysis reveals that the flow behavior is dominated by the solid species, yielding small relative velocities between the two constituents. A non-oscillatory central (NOC) scheme with total variation diminishing (TVD) limiters is implemented. Three numerical examples are investigated: the first being related to the flow behaviors on a horizontal plane with an unstable initial condition; the second example is devoted to simulating a dam-break problem with respect to different initial conditions; and in the third one investigates the behavior of a finite mass of granular material flowing down an inclined plane. The key features and the capability of the equations to model the behavior are illustrated in these numerical examples.
    出版者: Elsevier B.V
    出版日期: 2013-01
    出處: Advanced powder technology : the international journal of the Society of Powder Technology, Japan, 2013-01, Vol.24 (1), p.132-142
    版權: 2012 The Society of Powder Technology Japan
    識別號: ISSN: 0921-8831
    識別號: EISSN: 1568-5527
    識別號: DOI: 10.1016/j.apt.2012.04.001
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