#   position  x= -300 mm channel flow in the absence of hill(s)
# Exp Almeida et al.
# y/hmax  U/U0     
0.25 0.755473
0.321429 0.778295
0.392857 0.794597
0.464286 0.812762
0.571429 0.828132
0.75 0.852818
0.928571 0.870051
1.10714 0.888682
1.46429 0.917559
1.82143 0.945505
2.17857 0.972054
2.53571 0.989287
3.03571 1
3.53571 0.989287
3.89286 0.972054
4.25 0.945505
4.60714 0.917559
4.96429 0.888682
5.14286 0.870051
5.32143 0.852818
5.5 0.828132
5.60714 0.812762
5.67857 0.794597
5.75 0.778295
5.82143 0.755473