Cylinder at Re = 3900: FW-H Against Literature

verification

Animation of the divergence of the velocity (the dilatation) on a plane through the cylinder, which shows the sound radiated by the turbulent wake, with isosurfaces of the vortical structures coloured by the velocity magnitude.

Overview

A circular cylinder at a Reynolds number of 3900 sheds a turbulent wake whose pressure fluctuations radiate a tone at the shedding frequency and its harmonics. This case simulates the flow with a large-eddy simulation and predicts the far-field sound with the Ffowcs Williams-Hawkings (FW-H) analogy, evaluated on the cylinder wall. The flow statistics are compared with the simulation of Huo and Du (2024) and with the measurements they compare against, and the sound with their prediction.

Problem Setup

The flow is at M∞=0.3 (U∞=102.09 m/s, T∞=288.15 K, p∞=86985 Pa) with a constant dynamic viscosity chosen so that ReD=3900 for a cylinder of diameter D. The grid is πD deep and periodic in the spanwise direction, and a sponge layer that absorbs the outgoing sound starts at 12D and is 18D thick. The large-eddy simulation uses the WALE subgrid-scale model and the FDS convective flux with its hybrid low-dissipation formulation, with second-order implicit time integration and Δt=2.94×10−4 s.

Starting from a fully developed flow, the statistics and the acoustic record are collected over 40,000 time steps. The acoustic pressure is recorded at mid-span, at an observer 9.1D above the cylinder axis and on a ring of radius 100D. The Ffowcs Williams-Hawkings analogy is evaluated for the simulated span alone.

Quantities of Interest

The mean pressure coefficient on the cylinder, the mean velocity and Reynolds-stress profiles and the velocity spectra in the wake, and the lift and drag force spectra, each compared with Huo and Du (2024), and all but the force spectra also with the measurements of Norberg (2002) and Parnaudeau et al. (2008); and the pressure spectrum at the observer 9.1D above the cylinder and at the observers 100D away at 45∘, 90∘ and 135∘, from the integration surface on the cylinder wall, compared with the FW-H prediction of that paper.

Sources

K. Huo and Y. Du, “On the aeroacoustic simulation and far-field noise modeling of a cylinder turbulent wake at the Reynolds number of 3900,” Physics of Fluids 36, 065121 (2024)., https://doi.org/10.1063/5.0214428
C. Norberg, “Pressure distributions around a circular cylinder in cross-flow,” Symposium on Bluff Body Wakes and Vortex-Induced Vibrations (BBVIV3) (2002).
P. Parnaudeau, J. Carlier, D. Heitz and E. Lamballais, “Experimental and numerical studies of the flow over a circular cylinder at Reynolds number 3900,” Physics of Fluids 20, 085101 (2008)., https://doi.org/10.1063/1.2957018

Results

Mesh and domain

Mesh and domain
The O-grid mesh in the plane perpendicular to the cylinder axis, with the permeable surface (green box), the start (r=12D) and the full strength (r=30D, the domain edge) of the sponge layer and the observer at (0,9.1D). Mesh lines are drawn one in four; the solver mesh is finer. The far-field observers at r=100D and 50D lie outside the domain.

Mean pressure coefficient on the cylinder

Mean pressure coefficient on the cylinder
Time-mean pressure coefficient around the cylinder against the angle from the front stagnation point, with the implicit large-eddy simulation of Huo and Du (2024, Fig. 2b) as filled markers and the measurements of Norberg (2002) shown in that figure as open markers.

Mean velocity profiles in the wake

Mean velocity profiles in the wake
Time-mean streamwise and cross-stream velocity across the wake at three stations behind the cylinder, with Huo and Du (2024, Fig. 3) as filled markers and the measurements of Parnaudeau et al. (2008) shown in that figure as open markers.

Reynolds stresses in the wake

Reynolds stresses in the wake
Streamwise normal stress and shear stress across the wake at the same three stations, with Huo and Du (2024, Fig. 5) as filled markers and the measurements of Parnaudeau et al. (2008) shown in that figure as open markers.

Velocity spectra in the wake

Velocity spectra in the wake
Power spectra of the velocity fluctuations at wake monitor points, against f/fvs, with Huo and Du (2024, Fig. 6) as filled markers and the measurements of Parnaudeau et al. (2008) shown in that figure as open markers.

Lift and drag force spectra

Lift and drag force spectra
Power spectral density of the lift and drag coefficients, per unit fD/c∞, against f/fvs, with Huo and Du (2024, Fig. 9).

Near-field pressure spectrum at (0,9.1D), cylinder wall

Near-field pressure spectrum at \( (0,\,9.1D) \), cylinder wall
Power spectral density of the acoustic pressure at the observer 9.1D above the cylinder axis at mid-span, normalized by ρ2U∞4 and plotted against f/fvs (the shedding frequency), from the FW-H analogy on the cylinder wall, with the FW-H prediction of Huo and Du (2024, Fig. 7). The observer is in the near field, close to the wake, where a surface on the cylinder wall alone, which leaves out the sound sources in the wake, is expected to agree less closely than in the far field.

Far-field spectra at 100D, cylinder wall

Far-field spectra at \( 100D \), cylinder wall
Far-field pressure spectra at a radius of 100D at 45∘, 90∘ and 135∘, from the FW-H analogy on the cylinder wall, with the FW-H prediction of Huo and Du (2024, Fig. 15).

Discussion

Huo and Du (2024) simulated this flow with a large-eddy simulation and compared it with measurements, and the flow plots show both: their simulation as filled markers and the measurements as open markers. The flow statistics come first, because the sound depends on them. The mean pressure on the cylinder follows the simulation and Norberg's measurements, including the suction minimum near 70∘, and the mean velocity and Reynolds-stress profiles in the wake follow the simulation and the measurements of Parnaudeau et al. at all three stations.

The force spectra show where the sound comes from. The lift peaks at the shedding frequency, because it swings up and down once per shedding cycle. The drag peaks at twice that frequency, because it pulses once for each of the two vortices shed per cycle. The computed force spectra follow the reference across the frequency range, with the peaks at the same frequencies and levels. The velocity spectra in the wake follow both the simulation and the measurements at all three points, in level and in shape, including the peaks of the transverse velocity at the shedding frequency and at three times it.

No acoustic measurements have been published for this flow condition, so the sound is compared with the FW-H prediction of Huo and Du. At the near-field observer 9.1D above the cylinder the tone at the shedding frequency is at the reference level. On the ring 100D away the computed spectra follow the reference at 45∘, 90∘ and 135∘: the tone, its harmonics and the broadband sound on either side.

Solver configuration

features exercised
Verification3DDES/LESIdeal gasUnsteadyEnergy equationFW-H (solid / permeable surface)