粘性泥石流阻力规律初探

用曼宁公式分析泥石流阻力时,不同地区和不同流域之是的糙率ｎ值相差很大,即是同一条沟的ｎ值也很分散,若考虑单宽固体物质重量和粗、细颗粒含量之比沿垂线分布的不均习性之后,则使单沟的ｎ值点群分布趋于集中,且能将不同泥石流相差数倍数的ｎ值用统一的表达式加以描述。     

Simulation for the propulsion of a micro-hydro robot with an unstructured grid

The flow mechanism of contractive and dilative motion was numerically investigated to obtain a propulsive force in a highly viscous fluid. The computing program for the analysis of complicated motions was numerically developed with a cell-centered, unstructured grid scheme. The developed program was validated by the well-known equation of an oscillating plane below viscous fluid for an unsteady problem, which is known as Stokes’ second problem. Validation has continued through comparison with the experimental results.In this case, sinusoidal motion was applied to the validation, instead of trochoidal motion, because it was very difficult to actually simulate trochoidal motion in this experiment. Finally, the validation and comparison with the nodal-point scheme was accomplished by Stokes’ problem, which is the famous problem at a low Reynolds number. The validated code was applied to contractive and dilative motion in a narrow tube, whose motion was embodied by trochoidal movement. In a highly viscous fluid, such as a very sticky honey or a swamp, the computed results show that a viscous force can be used for propulsion instead of a dynamic force.From the present results, it was found that a propulsive force can be obtained by contractive and dilative motion at a low Reynolds number, which can be applied to the propulsion of micro-robots in a highly viscous fluid such as a blood vessel or a swamp. This research could also be considered fundamental research for the propulsion of micro-hydro robots, which are expected to be actively studied in the future in accord with further development of nanotechnology.     

海冰动力学的混合拉格朗日-欧拉数值方法

综合考虑欧拉坐标下有限差分法(FDM)在海冰动力学计算中的效率,以及拉格朗日坐标下光滑质点流体动力学方法(SPH)对海冰流变行为的精确模拟,本文发展了一种海冰动力学的混合拉格朗日-欧拉(HLE)数值方法。该方法首先在拉格朗日坐标下将海冰离散为若干个具有厚度、密集度的海冰质点,并由这些海冰质点通过Gauss函数对欧拉网格上的海冰参量进行积分插值;然后,在欧拉坐标下对海冰动量方程进行差分计算以确定各网格节点的海冰速度,并由此采用Gauss函数积分插值出拉格朗日坐标下各海冰质点的速度分布;最后,通过对海冰质点运动和分布的计算,确定出各海冰质点的位置、厚度和密集度等参量。采用该HLE方法对规则区域内的海冰堆积过程和涡动风场作用下的海冰动力演化趋势进行了数值试验;最后,采用该HLE方法对渤海海冰的动力过程进行了72h数值模拟,其计算结果与卫星遥感图像和现场观测资料吻合较好。以上计算结果均表明该HLE方法在海冰动力学数值模拟中具有较高的计算效率和模拟精度,可用于海冰动力过程的数值模拟。     

均匀流中直立圆柱体绕流三维数值模拟

研究直立贯底圆柱体的三维粘性绕流问题。以不可压缩Navier-Stokes方程为控制方程,采用有限体积法和SIMPLE算法,建立了数值模拟方法。考察在不同水平和垂直断面上,圆柱体绕流产生的尾涡和流动速度场的分布特性,成功地数值模拟了直立贯底圆柱体绕流场的三维特性。结果表明,在考虑重力影响的情况下,直立圆柱体周围的流动具有明显的三维特性,而且沿圆柱体轴向不同断面上的尾涡分布是不相同的。     

高层建筑结构中粘滞阻尼器的新型安装方式

在建筑结构中,一般粘滞阻尼器均布置在层间,但在有些情况下较小的层间位移差在一定程度上制约了阻尼器性能的充分发挥。系统回顾了为解决这一问题,目前最新的一些解决方案:改进层间阻尼器的连接方式,如基于连杆结构、杠杆原理与齿轮机构的位移放大系统,及大对角支撑;新型结构保护系统,如利用结构构件竖向振动位移及框架核心筒结构的加强层阻尼系统等,并重点分析了加强层阻尼系统。     

黏性泥石流沟床冲刷深度研究

沟床冲刷深度是泥石流灾害防治工程设计最重要的参数之一,但到目前为止,关于黏性泥石流沟床冲刷的研究较少,沟床冲刷深度还没有权威可信的计算方法,是泥石流防治工程设计急需解决的技术问题。详细分析了黏性泥石流及可能冲刷沟床运动过程中受力情况,推导出黏性泥石流沟床最大冲刷深度计算公式。公式表明黏性泥石流沟床冲刷深度随泥石流泥深、泥石流重度和沟床纵比降及沟床堆积土体黏性的增大而增大,随沟床堆积土体内摩擦角的增大而减小。与现有计算方法相比,公式基于严格理论推导,计算结果更为精确,可用于计算已发生泥石流地区的不同频率的泥石流的冲刷深度,并举例说明了计算公式的实用价值,其结果为泥石流防治工程设计提供技术支撑。     

设置黏滞阻尼器的钢结构实用减震设计方法

黏滞阻尼器作为一种有效的消能减震装置,已在钢结构建筑中得到了大量应用.然而由于钢结构的延性和阻尼特征,实用的钢结构附加黏滞阻尼器设计方法仍需深度探讨.文中提出一种基于黏滞阻尼器延性需求的减震设计方法.首先,根据钢结构需求量化层间位移角性能目标及目标附加阻尼比,计算黏滞阻尼器延性需求,并确定黏滞阻尼器布置数量、进行控制效...     

Large prandtl number finite-amplitude thermal convection with maxwell viscoelasticity

Abstract

Nonlinear interactions of deviatoric stress components and the velocity field occur in all dynamic flows where convected elasticity is accounted for. By incorporating a linear Maxwellian constitutive relation (Oldroyd ‘B’ type) into a finite-amplitude convection model we quantify the magnitude of some of the effects of these nonlinear interactions. For viscoelastic flows the relevant nondimensional parameter is the ratio of viscoelastic constitutive relaxation time constant, λ₁, to the basic flow process time. The Rayleigh number, Ra, and the nondimensional ratio of λ₁ to thermal conduction time, τ_c, are part of the parameter space investigated. However, shorter basic flow time scales than that for thermal equilibration are of interest since most viscoelastic fluids have relatively small values of λ₁ The ratio of λ₁ to buoyant time [bcirc], or λ₁/[bcirc], is, therefore, a pertinent parameter. Using both lithospheric and aesthenospheric values for λ₁, the ratio appropriate to mantle convection is roughly bounded by O(1)[bcirc]>λ₁/[bcirc]>O(10^?6). Employing these bounds and computing low Rayleigh number time-dependent convective flows in a two-dimensional box, it is demonstrated that viscoelasticity has a negligible influence on quasi-steady heat transport even for λ₁/[bcirc]～O(1) For any time-dependent behavior with time scales as short, or shorter than, the buoyant time, [bcirc], viscoelasticity might be important to the local exchange of mechanical energy. The recoverable strain energy in the descending portion of the lithosphere is comparable to the local viscous dissipation. The magnitude of this recoverable component of shear is proportional to λ₁/[bcirc].     

在振动台模型试验中黏滞阻尼器的设计方法

通过有限元分析,计算出原型结构中黏滞阻尼器的合理参数,然后利用阻尼力相似原则,对原型结构中黏滞阻尼器参数进行相似比运算,转化为模型结构中的黏滞阻尼器参数.运用该方法,在连续梁桥纵向消能减震振动台试验中设计模型黏滞阻尼器,从试验结果来看,黏滞阻尼器发挥了良好的消能减震效果.