# position x= -300 mm channel flow in the absence of hill(s) # Exp Almeida et al. # y/hmax uu/U0^2 0.25 0.0059658 0.321429 0.0057033 0.392857 0.00517397 0.464286 0.00472708 0.571429 0.00457956 0.75 0.00403722 0.928571 0.00372483 1.10714 0.00334519 1.46429 0.00296988 1.82143 0.00241669 2.17857 0.0018418 2.53571 0.00147952 3.03571 0.00118882 3.53571 0.00147952 3.89286 0.0018418 4.25 0.00241669 4.60714 0.00296988 4.96429 0.00334519 5.14286 0.00372483 5.32143 0.00403722 5.5 0.00457956 5.60714 0.00472708 5.67857 0.00517397 5.75 0.0057033 5.82143 0.0059658