VERIFIED — C̅d within 0.5% and St within 0.9% of benchmark
SolverOpenFOAM pimpleFoam
Reynolds No.Re = 100
Mesh21,120 cells (O-grid)
Mean Cd1.344
Strouhal St0.1655
Cl amplitude0.325
1 Objective
Verify the digitalmodel transient-CFD pipeline against the canonical laminar Karman vortex
street behind a circular cylinder at Reynolds number 100 — the second foundational
known-answer case of the CFD validation hierarchy (after the flat-plate boundary layer). The two
target quantities have well-established experimental and computational benchmark values:
mean drag C̅d ≈ 1.33–1.37
Strouhal St = fsD/U∞ ≈ 0.164
where fs is the vortex-shedding frequency, D the cylinder diameter and U∞ the
free-stream speed.
What this gates in real work — VIV screening
Alternating vortex shedding is the forcing behind vortex-induced vibration of risers,
jacket members, mooring lines and pipeline free spans. This case verifies the two numbers VIV
screening depends on: the shedding frequency (Strouhal, +0.9%) and the force amplitude
(Cd −0.5%, Ĉl in the published band). Try it on a real member:
Shedding freq fₛ = St·U/D—
Reduced velocity Uₙ = U/(fₙD)—
Lock-in screen (4 ≤ Uₙ ≤ 8)—
Uses the sub-critical Strouhal St ≈ 0.2 (10³ < Re < 2×10⁵), the flat part of the
St–Re curve; this verification case sits at Re = 100 where St = 0.164–0.166, the laminar benchmark point.
Lock-in band per DNV-RP-C205 / DNV-RP-F105 screening practice; a hit means fatigue assessment
(e.g. the free-span workflow) is required, not that failure occurs.
2 Result — the vortex street
Kármán vortex street — vorticity ω_z over two shedding periods (saturated limit cycle, t = 150–162 s, frames every 0.25 s). This alternating shedding is the forcing mechanism of VIV.
Instantaneous spanwise vorticity at t=150: the alternating (red/blue) vortices of the
laminar Karman street, shed periodically from the cylinder.
2nd-order: backward time, Gauss linear convection; adjustable Δt at Co≤5
Run
t = 0→160; forces sampled over the saturated limit cycle t = 120–160 (5 shedding periods)
4 Triggering the instability (engineering note)
Why the wake first refused to shed. On a perfectly grid-aligned,
symmetric setup the discrete solution preserves the up/down symmetry, so the shedding instability
— though physically unstable at Re=100 (above the critical Re≈47) — cannot grow
from a symmetric state; the lift stayed identically zero to t>40. Because a circle is
rotationally symmetric, tilting the free stream by 5° is the same physical flow rotated
— it leaves Cd and St unchanged — but it breaks the grid-aligned numerical
symmetry and seeds the instability, which then grows exponentially and saturates by t≈120.
Forces are measured along the rotated flow/normal axes, so the reported coefficients are unbiased.
5 Force history & quantitative agreement
Left — startup transient: the impulsive start drives Cd to +276 / −136 in the first two output steps — a mesh- and timestep-dependent rendering of the impulsive-start force singularity (Bar-Lev & Yang 1975), not a converged coefficient and excluded from the reported values below. Cd then relaxes to the symmetric-wake plateau ≈ 1.10 with Cl ≈ 0 (no shedding yet). Right — steady-state limit cycle: the saturated Kármán shedding the benchmark values are read from. Cd oscillates about 1.344 (shaded band = 1.33–1.37 benchmark, dashed = mean) at twice the shedding frequency; Cl at ±0.325 at the shedding frequency. Bottom — full history: the complete run — Cd settling to the symmetric-wake plateau ≈ 1.10, the shedding instability growing through t ≈ 55–120 (shaded), and saturation into the limit cycle. The startup spike is clipped off-scale (see panel 1).
Quantity
This CFD
Benchmark
Error
Source
Mean drag C̅d
1.344
1.33–1.37
-0.5%
Williamson (1996); Henderson (1995)
Strouhal St
0.1655
0.164
+0.9%
Williamson (1996); Roshko (1954)
Lift amplitude Ĉl
0.325
~0.32–0.34
in range
Henderson (1995)
5.1 Strouhal extraction
The shedding frequency is taken from the up-crossings of the lift signal over 5
periods (period 6.044 time units), giving St = 0.1655. A raw FFT of the same window
returns 0.175, but its frequency-bin width (1/40 ≈ 0.025) is too coarse to
resolve St to better than ~15%; the crossing-based estimate is the reliable one. This distinction is
itself a verification of the post-processing, not just the solver.
6 Provenance & reproducibility
Solver / version
OpenFOAM ESI v2312, pimpleFoam
Mesh
4-block annular O-grid, 21,120 cells, generated programmatically; checkMesh OK
Verified. The digitalmodel transient-CFD pipeline reproduces the
laminar vortex street at Re=100 in agreement with the accepted benchmarks: mean drag
C̅d = 1.344 (-0.5%) and Strouhal St = 0.1655 (+0.9%),
with the lift amplitude in the literature range. Together with the flat-plate Blasius verification
this establishes the capability across both steady boundary-layer and transient bluff-body regimes.
References
Williamson, C. H. K. (1996). "Vortex dynamics in the cylinder wake." Annu. Rev. Fluid Mech. 28, 477–539.
Roshko, A. (1954). "On the development of turbulent wakes from vortex streets." NACA Report 1191.
Henderson, R. D. (1995). "Details of the drag curve near the onset of vortex shedding." Phys. Fluids 7, 2102.