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Figure
2
. Velocity profile for different
Re(
x
10
6
)
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
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