Cylinder-wall junction flow

Evaluation

The evaluation of the numerical and experimental data sets in the symmetry plane upstream a wall-mounted cylinder refers to the time-averaged flow fields indicated by:

the streamlines
the location of the characteristic flow structures
selected profiles of the velocity components $u(z)$ and $w(x)$ as well as the Reynolds sresses $u'_{i}u'_{j}$
the distribution of the turbulent kinetic energy and its buget terms such as production, transport, and dissipation

Streamlines

The streamlines of the PIV and the LES data show high similarity and agree well with each other. The approaching turbulent boundary layer is redirected downwards at the flow facing edge of the cylinder caused by a vertical pressure gradient. This downflow reaches the bottom plate of the flume at the stagnation point S3. Here, it becomes redirected (i) in the out-of-plane direction bending around the cylinder; (ii) towards the cylinder rolling up and forming the corner vortex V3; and (iii) in the upstream direction accelerating and fomring a wall-parallel jet. Due to the strong acceleration of the jet, a high vertical velocity gradient is exerted onto the bottom plate, which induces high wall shear stress. Parts of the approaching boundary layer is dragged downwards forming the horseshoe vortex V1. Upstream of thsi vortex system, the approaching flow is blocked and recirculates, and as a consequence a saddle point S1 with zero velocity magnitude appears.

Location of the characteristic flow structures

The position of the characteristic flow structures highlited in the streamline plots is listed in the following table

Position of flow structures
	PIV $x/D\;\|\;z/D$	LES $x/D\;\|\;z/D$
S1	$-0.788\;\|\;0.03$	$-0.843\;\|\;0.037$	S2	$-0.918\;\|\;0$	$-1.1\;\|\;0$	S3	$-0.533\;\|\;0$	$-0.534\;\|\;0$	S4	$-0.507\;\|\;0.036$	$-0.50\;\|\;0.04$	V1	$-0.697\;\|\;0.051$	$-0.735\;\|\;0.06$	V3	$-0.513\;\|\;0.017$	$-0.513\;\|\;0.02$