表面台阶引起的高超声速湍流边界层分离

介绍了圆柱、方柱和二维台阶前干扰热流分布及油流和液晶热图的实验结果。来流马赫数Ｍ＿１＝５—９，雷诺数Ｒｅ＝（２—５）×１０￣７／ｍ，台阶高度与边界层厚度比ｈ／δ＝０．０６—　２．５．实验发现干扰压力和热流高峰值出现在台阶前０．１５倍台阶高度处的再附点附近，方柱台阶前压力和热流最高峰值不在中心线上，而在两侧角之内０．５倍台阶高度处附近，结果还表明干扰区几何特征参数，如分离距离、热流峰值和谷值点位置，与马赫数、雷诺数和台阶展宽无关，只随台阶高度线性增加。     

《小问题》上期解答

《小问题》上期解答答２８７．１．Ｊｃ＝Ｊ０－ｍｌ２＝１２－１６９π２ｍｒ２，本题为单自由度，取广义坐标θ．粗糙时：速度瞬心为Ｐ１，ＪＰ１＝Ｊｃ＋ｍＣＰ１２＝３２－８３πｃｏｓθｍｒ２．动能Ｔ＝１２ＪＰ１θ２＝１２３２－８３πｃｏｓθｍｒ２θ２．图３图...     

《小问题》上期解答

《小问题》上期解答答２８７．１．Ｊｃ＝Ｊ０－ｍｌ２＝１２－１６９π２ｍｒ２，本题为单自由度，取广义坐标θ．粗糙时：速度瞬心为Ｐ１，ＪＰ１＝Ｊｃ＋ｍＣＰ１２＝３２－８３πｃｏｓθｍｒ２．动能Ｔ＝１２ＪＰ１θ２＝１２３２－８３πｃｏｓθｍｒ２θ２．图３图...     

一端弹性支撑的串列双柱和并列双柱在气流中自由端的振幅响应

本文研究了一端弹性支撑的并列双柱和串列双圆柱在气流中自由端的振幅响应，与单圆柱相比，在小间距时，串列双圆柱中前柱的横向振幅受到较强的激励。而在大间距时，振幅受到抑制，特别当Ｌ／Ｄ＝３．５和４．０时，其振幅响应仅为单柱的１／３左右，而对于后柱，则在大间距时，纵向振幅响应有所增大，而且后柱的振幅响应要比前柱的大得多，而并列双圆柱的自由端振幅基本上受到抑制，在Ｔ／Ｄ＞３．０之后，干扰很快减小到接近单个圆     

亚临界情形下非线性裂纹转子的分叉与浑沌

分析非线性涡动裂纹转子中刚度变化比ΔＫ，裂纹角β，不平衡参数Ｕ对系统分叉及浑沌行为的影响。在转速区Ω＝２Ωｃ／３附近，当ΔＫ较大时，会出现分叉及浑沌现象，β对这些行为有很大影响，在Ω＝Ωｃ／２附近，当ΔＫ很大时，无论β为何值，将由拟周期通向浑沌，Ｕ作为一种外部因素，将使系统的非线性行为得到激发或抑制。     

流线型轴对称钝体尾迹特性及其声激励控制

在Ｒｅ＝３．０×１０３～１．０×１０５的范围内实验研究了流线型轴对称钝体尾迹特性，并采用声激励手段对尾迹进行控制．研究表明，自然状态下流线型轴对称钝体尾涡无量纲脱落频率在Ｒｅ＝５．０×１０４～１．０×１０５的范围内具有普适性，适当频率的声激励可以减小回流区，该结果对工程减阻具有实际应用价值．实验中脉冲热线的成功应用为复杂流场的测量提供了新的技术手段．     

射弹倾斜撞击带盖板炸药引发爆轰的条件

用二级轻气炮发射圆柱形、球形钢射弹以不同的角度撞击带不同厚度钢盖板的 ＴＮＴ／ＲＤＸ（４０／６０）炸药，得到了不同条件下引发炸药爆轰的阈值射弹速度。可以用ｖｄ~　（１／２）＝（１ ＋ｋ）［Ａ＋Ｂｈ／（ｄｃｏｓ）］描述临界引爆条件。对于带钢盖板的ＴＮＴ／ＲＤＸ（４０／６０）炸药，Ａ＝ ３．３３．Ｂ＝５．３４；圆柱形平头射弹撞击，ｋ／７５，球形射弹撞击，ｋ０．５＋０．２（１／ｃｏｓ－１）。由 此，本研究将Ｊａｃｏｂｓ 引爆判据推广到了斜碰撞条件。     

小问题

３２５．设系统的运动方程为：　求： （１）此系统自由振动第一谐波的振幅ａ１与其频率ｗ的关系． （２）画出当ｍ＝ｃ＝１,Ｆ０＝π,ｘ（０）＝０．５;ｘ（０）＝０时的时程曲线和相平面图．（来源：密歇尔斯基理论力学习题集,［俄］第３６版,５７．５题）（李银山,太原理工大学应用力学研究所,太原０３００２４） ３２６．古埃及人在四千年前就已懂得了摩擦学的原理,他们曾用滚子和滑板来搬运重物．有一幅浮雕反映了奴隶们搬运一台石雕巨像的情景（约公元前１９００年）．仔细观察可以发现：巨像放在滑板上,由１７２个奴隶拉着…     

混合层中的流向涡与Rayleigh离心不稳定

用有限差分方法求解三维Ｎａｖｉｅｒ－Ｓｔｏｋｅｓ方程和连续性方程，对时间发展的平面混合层中流向涡的产生原因进行了分析．将Ｒａｙｌｅｉｇｈ的轴对称无粘离心不稳定理论推广应用于分析混合层的二维基本流，并导出一无量纲量Ｒａｙ＝－（ｒ／νθ）νθ／ｒ，其中νθ为一流体质点相对于平均速度的速度，ｒ为该质点迹线的曲率半径．当Ｒａｙ＞１．０时就会发生离心不稳定．采用这一判别式后发现混合层中展向涡的周围，尤其是在辫带区，的确存在离心不稳定区域，而过去的实验结果也表明三维不稳定产生于展向涡之间的辫带区．因此有理由认为，除非雷诺数特别小，离心不稳定是流向涡产生和发展的主要原因     

俯仰振荡三角翼前缘涡破碎的流动显示

前缘后掠角为６５°和７０°的两个平板三角翼作俯仰振荡运动，前缘涡破碎的流动显示实验研究在南京航空航天大学１米低速风洞中进行。俯仰振荡运动的攻角范围为０°～６０°，折合频率为０．０３和０．０６。采用四氯化钛发烟技术显示前缘涡核轨迹及涡破碎位置。流动显示图形采用相位锁定照相记录。实验结果表明大幅俯仰振荡三角翼的动态涡破碎的弦向位置明显滞后于相应攻角下的静态位置，此滞后量随折合频率增加而增大。本文也根据测得的涡破碎位置随攻角变化曲线讨论了涡破碎位置的传播速度     

均匀、振荡及组合流绕平板流动的尾迹研究

本文利用离散涡模型及改进的新生涡产生机制对三种不同来流绕平板的近尾迹进行数值研究。计算讨论了定常流中平板绕流流动的总体特性和近尾迹流场;对于简谐振荡来流,相应于K_c=2.0、4.0 和10.0 分别得到两种不同的尾迹形态。给出了小 K_c 数平板尾迹涡配对、运动的新模式而相应的阻力、惯性力系数计算比以前涡模拟结果更接近于 U 型管实验结果。对于流向组合来流本文模拟了涡锁定及其动力特性并于实验相符,给出了流向扰动对平板绕流流动的影响。     

Time-resolved velocity field measurements of separated flow in front of a vertical fence

 An experimental investigation of the velocity fields of the turbulent shear flow in front of a vertical fence was performed using a hybrid particle tracking velocimetry technique. The vertical fence, with an aspect ratio of 10, was embedded in a thin laminar boundary layer. The Reynolds number of the flow based on the fence height was about 5,000. The measured instantaneous velocity fields and flow visualization results revealed a complex but organized flow structure in front of the fence. The stagnation point detached from the surface of the fence, increasing the streamline curvature near the fence. Time resolved turbulence statistics were obtained and compared with those of a 3D junction flow. Received: 23 August 2000/Accepted: 1 February 2001     

Surface pressure and flow field behind an oscillating fence submerged in turbulent boundary layer

Phase-locked PSP and PIV measurements were used to study the evolution of three-dimensional disturbances produced by an oscillating fence actuator immersed in a zero pressure gradient turbulent boundary layer. For the single fence frequency studied, strong three-dimensionality is observed in the vortical structure that varies along the span of the fence soon after the fence enters the flow. At the midspan, the structure grows, weakens, and convects faster than at other locations. As the fence height increases, the data indicate that the vortical structure terminates near the edge of the fence. In contrast, the vortex structure terminates on the plate surface adjacent to the fence edge as the fence descends, similar to a wake vortex of a stationary obstacle. This study demonstrates that the combined use of surface and flow-field diagnostics provide a link between flow field and surface features, yielding an understanding of the flow that would have not been possible with any one technique.     

带控制片方柱绕流的非定常数值模拟

对高雷诺数下带控制片的方体(在方柱之前放置一小尺度的柱形薄片)非定常绕流进行了数值模拟。数值模拟方法采用RNG重整化群紊流模型，SIMPLE算法，在非定常计算中引入双重时间步方法，将方体和控制片区域作为求解域的一部分作整体求解。结果表明，控制片与方柱之间距离的不同，使得控制片所形成的涡被抑止或产生卡门涡街，从而对柱体侧面边界层的分离发生影响，产生三种典型的流态，柱体时均阻力系数相对于无控制片的情况迅速减小，当控制片偏离柱体轴心时，柱体升力系数迅速增大，偏心至柱体外壁面附近达到极大值。阻力系数达到最小值后将产生跳跃式的增大，而升力系数在达到最大值后也将产生跳跃式的减小。     

A numerical exploration of secondary separation in starting flow around a flat plate by the discrete vortex model

In the present work, a further numerical simulation of the starting flow around a flat plate normal to the direction of motion in a uniform fluid has been made by means of the discrete vortex method. The secondary separation occurring at rear surface of the plate is explored, and predicted approximately using Thwait's method. The calculated results show that in the early stages of the flow secondary separation does occur. The evolution of flow field, the vortex growing process and the characteristics of secondary vortices have been described. The time dependent drag coefficients, the vorticity shed from the edges and rear surface, and the separation positions are calculated as well as the distributions of velocity and pressure on the plate. In the case of flow normal to the plate, the calculated secondary vortices are weak. Their existence will change the local velocity distributions and affect pressure distributions. However, the effect on drag coefficient is negligible.     

Hole diameter effect on flow characteristics of wake behind porous fences having the same porosity

The hole diameter effect on the flow characteristics of wake behind porous fences has been investigated experimentally in a circulating water channel having a test section of 300^w×200^h×1200^l (mm). Three porous fences having different hole diameters of d=1.4,2.1,2.8 mm were tested in this study, but they have the same =38.5% geometric porosity. One thousand instantaneous velocity fields for each fence were measured consecutively by the hybrid PTV system employing a high-speed CCD camera. Free stream velocity was fixed at 10 cm/sec and the corresponding Reynolds number based on the fence height was Re=2,985. Consequently, the fence with the smallest hole diameter d=1.4 mm (d_1.4) decreases the streamwise velocity component and increases the vertical velocity component. Among the three hole diameters tested in this study, the d_1.4 fence has the largest turbulence intensity in the shear layer developed from the fence top. Regardless of the hole diameter, however, all three fences having the same porosity reduce the reduction of turbulent intensity in the lower region below the fence height (y/H<1).     

Flow development upstream of a fence

The effect of Reynolds number on the flow development upstream of a rigid, non-porous, static fence is investigated experimentally. The flow field is measured using time-resolved, two-component particle image velocimetry at Reynolds numbers based on fence height of 18000, 36000, and 54000. The results show that a laminar separation bubble forms upstream of the junction vortex at the base of the fence. The mean extent of the bubble decreases with increasing Reynolds number, with mean separation moving downstream and mean reattachment moving upstream. In the aft portion of the bubble, shear layer vortices form and are shed at scaled frequencies and wavelengths that are comparable to laminar separation bubble shedding in low Reynolds number airfoils and flat plates with an imposed adverse pressure gradient. The strong periodicity of the associated coherent structures and the proximity of shear layer roll-up relative to the fence should be taken into consideration in the relevant designs due to potential implications to structural loading. A simple flow separation prediction model combining inviscid fence flow solution with Thwaites’ method is introduced and shows good agreement with the experimental results for the Reynolds number range considered.     

Vortex dynamics of a sphere wake in proximity to a wall

Toward getting the vortex dynamics characteristics and wake structure of a sphere in proximity to a wall, the effect of a proximal flat plate on the wake of a stationary sphere is investigated via direct numerical simulation. The vortex shedding process and the significant variation of the wake structure are described in detail. The drag coefficient reduces and the wake structure of the sphere becomes complex due to the combined effect of the wake flow and the wall. A jet flow forms between the sphere and the flat plate, which suppresses the vortex separation on the bottom of the sphere. The asymmetric distributions of the coherent structures and the recirculation region behind the sphere are discussed. Besides vortex shedding patterns, the time-averaged velocity distribution, vortex dynamics, distribution regularities of turbulent kinetic energy and enstrophy are investigated.     

Particle removal from a surface by a bounded vortex flow

A bounded vortex flow consists of an axisymmetric vortex that is confined top and bottom between two plates (the “confinement plate” and “impingement plate”, respectively) and surrounded laterally by a swirling annular slot jet. The bottom of the vortex terminates on the boundary layer along the impingement plate and the top of the vortex is drawn into a suction port positioned at the center of the confinement plate. The circumferential flow within the annular jet is important for supplying circulation to the central wall-normal vortex. This flow field is proposed as a method for mitigation of dust build-up on a surface, where the vortex–jet combination supplements the more traditional vacuum port by enhancing the surface shear stress and related particle transport rate. The paper reports on a computational study of the velocity field and particle transport by a bounded vortex flow. Fluid flow computations are performed using a finite-volume approach for an incompressible fluid and particle transport is simulated using a discrete-element method. Computations are performed for different values of two dimensionless parameters – the ratio of the plate separation distance and the average radial location of the jet inlet (the dimensionless confinement height) and the ratio of flow rate withdrawn at the suction outlet and that injected by the jet (the flow rate ratio). For small values of the flow rate ratio, the impinging jet streamlines pass down to the boundary layer along the bottom surface and then travel up the vortex core. By contrast, for large values of flow rate ratio, the annular jet is quickly entrained into the suction outlet and no wall-normal vortex is formed. Particles are observed to roll along the impingement surface in a direction determined by the fluid shear stress lines. Particles roll outward when they lie beyond a separatrix curve of the surface shear stress lines, where particles within this separatrix curve roll inward, piling up at the center of the flow field. A toroidal vortex ring forms for the small confinement height case with flow rate ratio equal to unity, which yields double separatrix curves in the shear stress lines. The inward rolling particles intermittently lift up due to collision forces and burst away from the impingement surface, eventually to become entrained into the flow out the suction port or resettling back onto the impingement surface.     

End effects of nominally two-dimensional thin flat plates

Differences in the structure and dynamics of nominally two-dimensional turbulent wakes are investigated experimentally for a thin flat plate, normal to a uniform flow, with two different end conditions: with and without end plates. Both cases are characterized by Karman-like vortex shedding with broadband low frequency unsteadiness. Both wakes evidence a low frequency flapping motion in addition to the slowly drifting base flow common to cylinder wakes. For the case without end plates, an interaction between the drift motion and the vortex formation process is associated with a much stronger modulation of the quasiperiodic vortex shedding amplitude when compared to the case with end plates where a flapping motion is more strongly expressed. These dynamics underlie structural differences in the mean wake and Reynolds stress fields.