Flow of Liquids from Containers

Flow from tanks

Base Apertures

 

container base apertures

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)

Small Lateral Appertures

small lateral apertures

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)

Large Lateral Apertures

large lateral apertures

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)

 

Excess Pressure in Container

excess pressure in container

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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