Figure 2. Velocity profile for different Re(x106) à : (a) x=1m, (b) x=3m, (c) x=5m, (d) x=7m, (e) x=9m, (f) x=10m, (g) x=11m, (h) x=13m

From

Numerical Study of the Flow Upstream of a Water Intake Hydroelectric Dam in Stationary Regime

Tchawe Tchawe Moukam, Djiako Thomas, Kenmeugne Bienvenu, Tcheukam-Toko Denis

American Journal of Energy Research. 2018, 6(2), 35-41 doi:10.12691/ajer-6-2-1