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1.
本文利用Navier-Stokes方程及雷诺时均法则,导出了变密度变粘度牛顿流体的紊动微分方程式、并进一步导出了变密度变粘度牛顿流体在明渠中紊流流动时的运动微分方程式,文中首闪提出了密度紊动应力与粘度紊动应力的概念。  相似文献   

2.
For a large class of fluids the relation between shear stress and shear velocity is not longer a constant. The viscosity μ is now a function which depends on the position, the time and the shear-velocity. In our paper we will deal with a class of fluids with variable viscosity functions which correspond to fluid flow equations that permit a representation of the solution by the aid of a quaternionic operator calculus.  相似文献   

3.
运用湍流k-ε模式及实测壁面函数分别模拟牛顿流体(清水)及一种非牛顿流体(聚合物稀薄减阻溶液)流经180°弯曲方管的湍性流动,取得与实测速度分布吻合较好的结果.对于湍流模式对存在大涡的复杂流动的适应性,根据计算和试验结果进行了分析和讨论.  相似文献   

4.
The effect of variable viscosity on the peristaltic flow of a Newtonian fluid in an asymmetric channel has been discussed. Asymmetry in the flow is induced due to travelling waves of different phase and amplitude which propagate along the channel walls. A long wavelength approximation is used in the flow analysis. Closed form analytic solutions for velocity components and longitudinal pressure gradient are obtained. The study also shows that, in addition to the effect of mean flow parameter, the wave amplitude also effect the peristaltic flow. This effect is noticeable in the pressure rise and frictional forces per wavelength through numerical integration.  相似文献   

5.
6.
1 IntroductionIn this paper we study globaJ solutions to the initiaLboundary value prob1em for quasilinearwave equations with viscosity and a nonlinear perterbation of the fOrmwhere fl is a bounded domain in RN with smooth boundarY afl, and the norilineax termsa(vp), g(u) axe like a(vp) = (l + )vlP)--'/P(P > 1), g(u) =--ju1"u.This problem describes the motion of fixed membrane with strong viscosity. The globalexistence and stability Of smooth solutions fOr one space dimensional case N = 1…  相似文献   

7.
部分植被化矩形河槽紊流时均流速分布分析解   总被引:2,自引:1,他引:1       下载免费PDF全文
研究了部分植被化矩形河槽紊流的水深平均流速分布.植被被视为不可移动的刚性多孔介质,植被对水流的阻力以多孔介质理论加以考虑,并综合考虑部分植被存在时矩形河槽紊动水流二次流的作用,建立了紊流动量方程.针对恒定均匀流的特点,对动量方程进行了简化,沿水深方向积分并引入参考量,形成无量纲形式的基于多孔介质理论紊动水流控制方程,进而对其求解给出了水深平均纵向时均流速分布的分析解.研究表明,在不同水流条件下的二次流强度系数具有相同的数量级.为验证分析解的正确性,在实验室采用MicoADV测量了部分植被化矩形河槽水流的流速分布.数值解与实验资料和日本学者的相关实验资料的对比表明,该方法可以准确预测部分植被化矩形河槽紊流水流的水深平均流速分布.  相似文献   

8.
在不计体力,考虑了薄膜力引起在z方向的分力,导出了厚度线性变化的正交各向异性矩形板非线性非对称弯曲问题的本构方程;在引进无量纲变量和引入三个小参数的条件下,给出了挠度函数W(x,y)和应力函数Φ(x,y)的无量纲化的支配方程形式.  相似文献   

9.
就两个水平板构成的旋转系统,在磁场作用下分析二阶磁流体在其间的流动.下表面是一块可伸展的平面,上面是一块多孔的固体平板.选用合适的变换,将质量和动量的守恒方程,简化为耦合的非线性常微分方程组.应用最强大的分析技术,即同伦分析法(HAM),得到该非线性耦合方程组的级数解.结果用图形给出,并详细地讨论了无量纲参数Re,λ,Ha2,α和K2对速度场的影响.  相似文献   

10.
Using the maximum principle for semicontinuous functions (Differential Integral Equations3 (1990), 1001-1014; Bull. Amer. Math. Soc. (N.S)27 (1992), 1-67), we establish a general “continuous dependence on the non- linearities” estimate for viscosity solutions of fully nonlinear degenerate parabolic equations with time- and space-dependent nonlinearities. Our result generalizes a result by Souganidis (J. Differential Equations56 (1985), 345-390) for first- order Hamilton-Jacobi equations and a recent result by Cockburn et al. (J. Differential Equations170 (2001), 180-187) for a class of degenerate parabolic second-order equations. We apply this result to a rather general class of equations and obtain: (i) Explicit continuous dependence estimates. (ii) L and Hölder regularity estimates. (iii) A rate of convergence for the vanishing viscosity method. Finally, we illustrate results (i)-(iii) on the Hamilton-Jacobi- Bellman partial differential equation associated with optimal control of a degenerate diffusion process over a finite horizon. For this equation such results are usually derived via probabilistic arguments, which we avoid entirely here.  相似文献   

11.
研究二维稳定不可压缩流体在竖向延伸平面上的流动.流体黏性假设为与温度相关的线性函数.对控制方程进行伸缩群变换,由于变换参数之间的关系让方程解保持不变.在找到3个绝对不变量后,推导对应动量方程的一个三阶一般微分方程和两个对应能量方程和扩散方程的二阶一般微分方程.求出具有边界条件方程的数值解,发现随着平面延伸距离增加,随温度变化的流体黏性降低让流速变慢.在平面的某个特定点处,随着黏性减少流速变慢但温度增加.热泳微粒沉积在浓度边界层起着关键作用.最后对计算结果进行讨论并给出图例.  相似文献   

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