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. Author manuscript; available in PMC: 2012 Sep 27.
Published in final edited form as: Discrete Continuous Dyn Syst Ser B. 2008 Dec 1;11(2):519–540. doi: 10.3934/dcdsb.2009.11.519

Figure 2.

Figure 2

The near-boundary u-velocity (m · s–1 ) and shear stress (kg · m–1 · s–2 ) profiles for the same-way flow. The analytical solution is compared with classical Poiseuille flow and the IMBM solution. The position of grid points in the immersed boundary solution is indicated. H = 1/10 and h = H/32.