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Outlet velocity cab be expressed as
v = Cv (2 g H )1/2 (1a)
where
v = outlet velocity (m/s)
Cv = velocity coefficient (water 0.97)
g = acceleration of gravity (9.81 m/s2
H = height (m)
Volume flow can be expressed as
V = Cd A (2 g H)1/2 (1b)
where
V = volume flow (m3/s)
Cd = dischare coefficient
where
Cd = Cc Cv
where
Cc = contraction coefficient (sharp edge apperture 0.62, well rounded apperture 0.97)

Outlet velocity can be expressed as
v = Cv (2 g H)1/2 (2a)
Distance s can be expressed as
s = 2 (H h)1/2 (2b)
Volume flow can be expressed as
V = Cd A (2 g H)1/2 (2c)
Reaction force can be expressed as
F = ρ V v (2d)
where
ρ = density (kg/m3) (water 1000 kg/m3)

Volume flow can be expressed as
V = 2/3 Cd b (2 g)1/2 (H23/2 - H13/2) (3a)
where
b = width of aperture (m)

Outlet velocity can be expressed as
v = Cv (2 (g H + p / ρ))1/2 (4a)
where
p = excess pressure in container or tank (N/m2, Pa)
Volume flow can be expressed as
V = Cd A (2 (g H + p / ρ))1/2 (4b)
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