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Scaling of square-prism shear layers

Published online by Cambridge University Press:  28 June 2018

D. C. Lander*
Affiliation:
Department of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180, USA
D. M. Moore
Affiliation:
Center for Flow Physics and Control, Department of Mechanical, Nuclear and Aerospace Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180, USA
C. W. Letchford
Affiliation:
Department of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180, USA
M. Amitay
Affiliation:
Center for Flow Physics and Control, Department of Mechanical, Nuclear and Aerospace Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180, USA
*
†Email address for correspondence: landed2@rpi.edu

Abstract

Scaling characteristics, essential to the mechanisms of transition in square-prism shear layers, were explored experimentally. In particular, the evolution of the dominant instability modes as a function of Reynolds number were reported in the range $1.5\times 10^{4}\lesssim Re_{D}\lesssim 7.5\times 10^{4}$. It was found that the ratio between the shear layer frequency and the shedding frequency obeys a power-law scaling relation. Adherence to the power-law relationship, which was derived from hot-wire measurements, has been supported by two additional and independent scaling considerations, namely, by particle image velocimetry measurements to observe the evolution of length and velocity scales in the shear layer during transition, and by comparison to direct numerical simulations to illuminate the properties of the front-face boundary layer. The nonlinear dependence of the shear layer instability frequency is sustained by the influence of $Re_{D}$ on the thickness of the laminar front-face boundary layer. In corroboration with the original scaling argument for the circular cylinder, the length scale of the shear layer was the only source of nonlinearity in the frequency ratio scaling, within the range of Reynolds numbers reported. The frequency ratio scaling may therefore be understood by the influence of $Re_{D}$ on the appropriate length scale of the shear layer. This length scale was observed to be the momentum thickness evaluated at a transition point, defined where the Kelvin–Helmholtz instability saturates.

Information

Type
JFM Papers
Copyright
© 2018 Cambridge University Press 
Figure 0

Figure 1.Schematic of the square-prism shear layer. The grey arrows are based on time-averaged streamlines to accentuate the three distinct regions of recirculation. The definition of the local coordinate system: $(s,n)$ are tangential and normal to the time-averaged position of the shear layer centre, $n_{c}$. The arclength of the shear layer is $\unicode[STIX]{x1D701}$.

Figure 1

Figure 2.Experimental set-up: (a) model section indicating the positions of the two particle image velocimetry fields of view (PIV FOV); (b) model plan illustrating the model endplates.

Figure 2

Figure 3.Instantaneous velocity at separation, $U_{sep}/U_{\infty }$, measured in the domain $x/D\in \{0.000,0.025\}$ and range $y/D\in \{-0.500,-0.505\}$ with a hot wire. Five periods of von Kármán shedding are presented with the corresponding pre-multiplied distributions of power spectral density of the fluctuating velocities, $fS_{u_{sep}}(f)/\unicode[STIX]{x1D70E}_{u_{sep}}^{2}$ where $\unicode[STIX]{x1D70E}_{u_{sep}}^{2}$ is the variance of the signal. Three Reynolds numbers are presented: (a,b) $Re_{D}=21\,400$; (c,d) $Re_{D}=41\,300$; and (e,f) $Re_{D}=71\,000$.

Figure 3

Figure 4.(a) Distributions of pre-multiplied power spectral density of velocity fluctuations near separation, $fS_{u_{sep}}(f)/\unicode[STIX]{x1D70E}_{u_{sep}}^{2}$, where $\unicode[STIX]{x1D70E}_{u_{sep}}^{2}$ is the variance of the hot-wire signal presented along the axis of the shear layer at $Re_{D}=21\,500$. Spectral density amplitudes have been linearly shifted on the ordinate to permit the comparison of the energy distribution between cases (1) and (5). (b) The positions of the acquisition in relation to the time-averaged shear layer position, $n_{c}$.

Figure 4

Figure 5.Instantaneous Q criterion for increasing $Re_{D}$.

Figure 5

Figure 6.(a) Strouhal-number data. (b) Frequency ratio scaling, $f_{KH}/f_{VK}$, estimated from hot-wire measurements as a function of $Re_{D}$ for both the prism (——) and cylinder (— ⋅ —), Prasad & Williamson (1997). Also presented are data of Brun et al. (2008) (◃), and Trias, Gorobets & Oliva (2015) (♦).

Figure 6

Figure 7.Locally tangential profiles of velocity (a) and turbulent kinetic energy (b).

Figure 7

Figure 8.Time-averaged velocity profiles at $Re_{D}=21\,500$ at three locations between separation and $x/D=0.1$. (a–c) Streamwise data presented in the Cartesian coordinate system and (d–f) transverse velocity in the same coordinates. Also presented are data of the two DNS studies, Alves Portela, Papadakis & Vassilicos (2017), $Re_{D}=3900$ (— ⋅ —), and Trias et al. (2015), $Re_{D}=22\,000$ (——).

Figure 8

Figure 9.Streamwise development of time-averaged flow parameters in the shear layer region. (a) The time-averaged streamlines with shear layer position, $n_{c}$, and the trajectories of maximum inner ($i$) and outer ($o$) tangential velocities, $U_{s}$. (b) The development of $U_{s_{o}}$ and $U_{s_{i}}$ in the streamwise direction; and (c) the velocity ratio, $R$, for two Reynolds numbers. These data are calculated from the local coordinate system.

Figure 9

Figure 10.Growth of the momentum thickness along the arclength, $\unicode[STIX]{x1D701}$, of the shear layer at $Re_{D}=16\,700$ and 148 000. DNS data of Trias et al. (2015) at $Re_{D}=22\,000$ and Alves Portela et al. (2017) at $Re_{D}=3900$ are also presented. The 95 % confidence intervals on $\unicode[STIX]{x1D703}$ at $Re_{D}=16\,700$ are shaded.

Figure 10

Figure 11.Development of parameters relevant to the front-face boundary layer presented between stagnation ($y=0$) and separation ($y=-0.5$): (a) the boundary layer displacement thickness, $\unicode[STIX]{x1D6FF}^{\ast }$; (b) the boundary layer momentum thickness, $\unicode[STIX]{x1D703}_{BL}$; (c) the maximum transverse velocity, $V_{m}$; and (d) the pressure coefficient on the front face. Data presented are of Trias et al. (2015), $Re_{D}=22\,000$ (——); Alves Portela et al. (2017), $Re_{D}=3900$ (— ⋅ —); Sigurdson (1986), $Re_{D}=500\,000$ (– – –); Koenig (1978), $Re_{D}=500\,000$ (▿); present, $Re_{D}=16\,700$ (○); and present, $Re_{D}=148\,000$ (▫).

Figure 11

Figure 12.The front-face boundary layer momentum thickness, $\unicode[STIX]{x1D703}_{BL}$, presented as a function of Reynolds number: $Re_{D}=3900$, Alves Portela et al. (2017); $Re_{D}=22\,000$, Trias et al. (2015); $Re_{D}=500\,000$, Sigurdson (1986).

Figure 12

Figure 13.(a) Development of maximum fluctuations in shear layer, $\text{ln}(\unicode[STIX]{x0394}\tilde{u} _{m}/U_{\infty }^{2})$, as a function of $\unicode[STIX]{x1D701}/D$; (b) the transition point, $\unicode[STIX]{x1D701}_{{\mathcal{T}}}/D$, defined at the end of the region of exponential KH growth, as a function of $Re_{D}$.

Figure 13

Figure 14.Distributions of local tangential velocity $2(U_{s}(n)-\overline{U}_{s})/\unicode[STIX]{x0394}U_{s}$ and local streamwise Reynolds stress, $\overline{u_{s}^{2}(n)}/\unicode[STIX]{x0394}U_{s}^{2}$, presented in self-similar coordinates for $Re_{D}=16\,700$ for the three distinct regions identified in figure 13(a): (a,b) ${\mathcal{R}}_{1}$; (c,d) ${\mathcal{R}}_{2}$; and (e,f) ${\mathcal{R}}_{3}$.

Figure 14

Figure 15.Shear layer scaling parameters evaluated at the transition point, $\unicode[STIX]{x1D701}_{{\mathcal{T}}}/D$: (a) the velocity ratio $\overline{U}_{s_{{\mathcal{T}}}}/U_{\infty }$; (b) the length ratio $\unicode[STIX]{x1D703}_{{\mathcal{T}}}/D$; and (c) the combined length–velocity scaling with the frequency ratio scaling of (3.1), as a function of $Re_{D}$.

Figure 15

Figure 16.Instantaneous Q criterion presented for $Re_{D}=16\,700$ and 101 000 illustrating the (a) low-$Re_{D}$ and (b) high-$Re_{D}$ comparison of the KH instability for the square-prism shear layer.