10.8. Flow Past a Circular Cylinder

In general, analytical solutions of viscous flows can be found (possibly in terms of perturbation series) only in two limiting cases, namely Re ≪ 1 and Re ≫ 1. In the Re ≪ 1 limit the inertia forces are negligible over most of the flow field; the Stokes-Oseen solutions discussed in the preceding chapter are of this type. In the opposite limit of Re ≫ 1, the viscous forces are negligible everywhere except close to the surface, and a solution may be attempted by matching an irrotational outer flow with a boundary layer near the surface. In the intermediate range of Reynolds numbers, analytical solutions are elusive or do not exist, and one has to depend on experimentation and numerical solutions. Some of these experimental flow patterns are described in this section, taking the flow over a circular cylinder as an example. Instead of discussing only the intermediate Reynolds number range, the experimental-observed phenomena for the entire range from small to very high Reynolds numbers is presented.

Low Reynolds Numbers

For increasing Re above unity, the Oseen approximation breaks down, and the vorticity is increasingly confined behind the cylinder because of advection. For Re > 4, two small steady eddies appear behind the cylinder and form a closed separation zone contained with a separation streamline. This zone is sometimes called a separation bubble. The cylinder's wake is completely laminar and the vortices rotate in a manner that is consistent with the exterior flow (Figure 10.18). These eddies grow in length and width as Re increases.

Moderate Reynolds Numbers

A very interesting sequence of events begins to develop when Re reaches 40, the point at which the wake behind the cylinder becomes unstable. Experiments show that for Re ∼ 102 the wake develops a slow oscillation in which the velocity is periodic in time and downstream distance, with the amplitude of the oscillation increasing downstream. The oscillating wake rolls up into two staggered rows of vortices with opposite sense of rotation (Figure 10.19). von Karman investigated the phenomenon as a problem of superposition of irrotational vortices; he concluded that a non-staggered row of vortices is unstable, and a staggered row is stable only if the ratio of lateral distance between the vortices to their longitudinal distance is 0.28. Because of the similarity of the wake with footprints on a street, the staggered row of vortices behind a blunt body is called a von Karman vortex street. The vortices move downstream at a speed smaller than U. This means that the vortex pattern slowly follows the cylinder if it is pulled through a stationary fluid.
The passage of regular vortices causes velocity measurements in the cylinder's wake to have a dominant periodicity, and this frequency Ω is commonly expressed as a Strouhal number (4.102), St = Ωd/U. Experiments show that for a circular cylinder the value of St remains close to 0.2 for a large range of Reynolds numbers. For small values of cylinder diameter and moderate values of U, the resulting frequencies of the vortex shedding and oscillating lift lie in the acoustic range. For example, at U = 10m/s and a wire diameter of 2 mm, the frequency corresponding to a Strouhal number of 0.2 is 1000 cycles per second. The singing of telephone and electrical transmission lines and automobile radio antennae have been attributed to this phenomenon. The value of St given here is that observed in three-dimensional flows with nominally two-dimensional boundary conditions. Moving soap-film experiments and calculations suggest a somewhat higher value of St = 0.24 in perfectly two-dimensional flow (see Wen & Lin, 2001).
Striking examples of vortex streets have also been observed in stratified atmospheric flows. Figure 10.21 shows a satellite photograph of the wake behind several isolated mountain peaks when the wind is blowing toward the lower right of picture. The mountains pierce through the cloud level, and the flow pattern becomes visible in the cloud pattern. The wakes behind at least two mountain peaks display the characteristics of a von Karman vortex street. The strong density stratification in this flow has prevented vertical motions, giving the flow the two-dimensional character necessary for the formation of vortex streets.

High Reynolds Numbers

At high Reynolds numbers the frictional effects upstream of separation are confined near the surface of the cylinder, and the boundary-layer approximation is valid as far downstream as the point of separation. For a smooth cylinder up to Re < 3 × 105, the boundary layer remains laminar, although the wake formed behind the cylinder may be completely turbulent. The laminar boundary layer separates at ≈82° from the forward stagnation point (Figure 10.18). The pressure in the wake downstream of the point of separation is nearly constant and lower than the upstream pressure (Figure 10.22). The drag on the cylinder in this Re range is primarily due to the asymmetry in the pressure distribution caused by boundary-layer separation, and, since the point of separation remains fairly stationary in this Re range, the cylinder's drag coefficient CD also stays constant at a value near unity (see Figure 10.23).
Important changes take place beyond the critical Reynolds number of Recr ∼ 3 × 105. When 3 × 105 < Re < 3 × 106, the laminar boundary layer becomes unstable and transitions to turbulence. Because of its greater average near-surface flow speed, a turbulent boundary layer is able to overcome a larger adverse-pressure gradient. In the case of a circular cylinder the turbulent boundary layer separates at 125° from the forward stagnation point, resulting in a thinner wake and a pressure distribution more similar to that of potential flow. Figure 10.22 compares the pressure distributions around the cylinder for two values of Re, one with a laminar and the other with a turbulent boundary layer. It is apparent that the pressures within the wake are higher when the boundary layer is turbulent, resulting in a drop in the drag coefficient from 1.2 to 0.33 at the point of transition. For values of Re > 3 × 106, the separation point slowly moves upstream as the Reynolds number increases, resulting in a mild increase of the drag coefficient (Figure 10.23).
The second instance of counterintuitivity is that symmetric problems can have non-symmetric solutions. This is evident in the intermediate Reynolds number middle panel of Figure 10.18. Beyond a Reynolds number of ≈40, the symmetric wake becomes unstable and a pattern of alternating vortices called a von Karman vortex street is established. Yet the equations and boundary conditions are symmetric about a central plane in the flow. If one were to solve only a half problem, assuming symmetry, a solution would be obtained, but it would be unstable to infinitesimal disturbances and unlikely to be observed in a laboratory.
The third instance of counterintuitivity is that there is a range of Reynolds numbers where roughening the surface of the body can reduce its drag, the reason that golf balls have dimples. This is true for all blunt bodies. In this range of Reynolds numbers, the boundary layer on the surface of a blunt body is laminar, but sensitive to disturbances such as surface roughness, which would cause earlier transition of the boundary layer to turbulence than would occur on a smooth body. Although the skin friction of a turbulent boundary layer is much larger than that of a laminar boundary layer, most of the drag on a bluff body is caused by incomplete pressure recovery on its downstream side as shown in Figure 10.22, rather than by skin friction. In fact, it is because the skin friction of a turbulent boundary layer is much larger – as a result of a larger velocity gradient at the surface – that a turbulent boundary layer can remain attached farther on the downstream side of a blunt body, leading to a narrower wake, more complete pressure recovery, and reduced drag. The drag reduction attributed to the turbulent boundary layer is shown in Figure 10.23 for a circular cylinder and Figure 10.24 for a sphere.
Example 10.9
The phenomenon of a near-constant Strouhal number for Reynolds number greater than a few hundred has been exploited to produce volume flow rate meters with no moving parts. Typical designs involve a strut with cross-section dimension d that spans the inner diameter D of the pipe that conveys a volume flow rate Q of fluid having density ρ and viscosity μ (see Figure 10.25). The frequency Ω of flow oscillations downstream of the strut are then sensed with one or more transducers, typically flush-mounted to the pipe's inner wall. What are the fluid mechanical design considerations for such a device?
Solution

St=ΩdUave=Ψ(ρUavedμ,Dd)=Ψ(Red,Dd).

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where Ψ is an undetermined function, and St and Red are dimensionless groups with topical significance. Thus, Ω will be directly proportional to Uave (and Q) if Ψ has very weak or no dependence on Red.
Based on boundary-layer fluid mechanics, Ψ should be Reynolds number independent over a wide range when two conditions are met. First, Red must be high enough so that thin boundary layers form on the strut and separate from it to produce regular oscillations in the strut's wake. In practice this means that Red must be at least a few hundred. And second, the boundary-layer separation points on the strut should be fixed so that the kinematics of the flow field do not change with increasing Reynolds number. Thus, robust calibration of the device should occur when the strut's cross section has sharp corners where the strut's boundary layers must separate. When both conditions are met, the device's calibration should follow:

Q=π4D2dΩSt.

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where a best-fit value of St must be measured for each strut shape and D/d considered. (In addition, the pipe-flow Reynolds number, ReD, must be several thousand or higher, but this requirement does not originate from boundary-layer considerations.)