Skip to main content
. 2019 Dec 30;11(1):43. doi: 10.3390/mi11010043

Figure A6.

Figure A6

Figure A6

Comparison between circular and square cross-sectional channel with identical cross-sectional areas for velocity and shear stress: (a) Velocity field inside a circular cross-sectional channel showing an axial symmetry; (b) Velocity field inside a square cross-sectional channel, showing stagnation of the flow in the corners; (c) Shear stress profile inside a circular cross-sectional channel. The shear stress is constant along the wall and independent of position; (d) Shear stress profile inside a square cross-sectional channel. The shear stress shows a flattened parabolic profile along the walls with vanishing shear stress in the corners; (e) Probability density function of velocities inside a circular cross-sectional channel, showing a uniform distribution; (f) Probability density function of velocities inside a square cross-sectional channel: the distribution shows an increase for the lower velocities because of the corners.