Note: uniform flow, bR = 0.6, 0.8, 0.1 %UC for R = U, V, W, respectively.
Note: For uniform flow, bR1/2 = 0.5 ~ 1.1 % UC for normal stresses and 0.3 ~ 0.9 % UC for shear stresses.
Note: bR = 1.2 for uniform flow.