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首页> 外文期刊>Bulletin of the Chemical Society of Japan >A Thermodynamic Theory of Suspension II.Kinetic Theory for Viscosity of Suspension
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A Thermodynamic Theory of Suspension II.Kinetic Theory for Viscosity of Suspension

机译:悬浮液的热力学理论II。悬浮液的动力学理论

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A dispersion is prepared by vigorous agitation for large particles of radius r or volume v larger than its critical rc or v_c.The viscosity #eta# is several Pa s and will be large compared with the viscosity of the solvent #eta#_o of 10~(-3) Pa s.As a typical case,cement paste was studied by Hattori-Izumi who showed a gradual increase in #eta# with time t.It was explained by collisions followed by cohesion,but gradual sedimention seems more likely to be the origin.The author proposes a dynamic theory of viscosity. The static viscosity is proportional to the energy of sedimentation W_(sed),whereas dynamic viscosity #eta# is expressed as exponential functions of W_(sed).Molar concentration W_(sed)/v increases with the density of particles p,but decreases with the viscosity of solvent.The #eta# value decreases by addition of water and fly ash.#zeta#-potetial promotes dispersion.Contrary to an ordinary cocept,cohesion heat may not act except in the coagulated state. Time-dependent viscosity is caused by the relaxation of agitation energy W_(ag) through three stages:rapid stage relaxation by collision of particles,slow stage relaxation by the consumption of W_c i.e.,internal sedimentation energy due to viscous resistance and finally relaxation by coagulation.The second stage is expressed as In #eta# approx=#PHI#(W_c/v_cRT)(t/t),where W_C/v_cRT=1,v_c=(r_c/r)~3,r_c=30 nm,r=1 #mu#m,#tau#=C~(0.5)(r_c/r)~2,C=#eta#_o~(0.5)/#DELTA#p~(3/4) and #tau#is about 1 h. For the case of very large particles e.g.,fluidized bed,the relative volume v of the bed expands with the velocity of gas stream u_o like thermal expansion with a coefficient #beta# and #eta# is expressed as #eta#=A exp (W_(wed)/#beta#u_oRT).This type of equation for polymeric material is known as Doolittle's equation,#eta#=A exp(B/v_f),v_f being a free volume fraction.
机译:通过剧烈搅拌制备半径r或体积v大于其临界rc或v_c的大颗粒的分散体。粘度#eta#为数Pa s,并且与溶剂#eta#_o的粘度相比为10 〜(-3)Pa s.Hattori-Izumi对水泥浆进行了典型研究,结果显示#eta#随时间t逐渐增加。这可以解释为碰撞后产生内聚力,但逐渐沉积似乎更容易作者提出了粘度的动力学理论。静态粘度与沉降能量W_(sed)成正比,而动态粘度#eta#表示为W_(sed)的指数函数。摩尔浓度W_(sed)/ v随着粒子p的密度增加而减小#eta#值通过添加水和粉煤灰而降低。#zeta#-电位促进分散。与普通概念相反,除了在凝结状态下,内聚热可能不会起作用。随时间变化的粘度是由搅拌能量W_(ag)的三个阶段的松弛引起的:颗粒碰撞引起的快速阶段松弛,消耗W_c引起的缓慢阶段松弛,即由于粘性阻力导致的内部沉降能量以及最终由于凝结而松弛第二阶段表示为#eta#rox =#PHI#(W_c / v_cRT)(t / t),其中W_C / v_cRT = 1,v_c =(r_c / r)〜3,r_c = 30 nm,r = 1#mu#m,#tau#= C〜(0.5)(r_c / r)〜2,C =#eta#_o〜(0.5)/#DELTA#p〜(3/4)和#tau#is约1小时对于很大的颗粒(例如流化床),床的相对体积v随气流速度u_o膨胀,就像热膨胀系数#beta#和#eta#表示为#eta#= A exp( W_(wed)/#beta#u_oRT)。这种聚合物材料方程式称为Doolittle方程,#eta#= A exp(B / v_f),v_f是自由体积分数。

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