Utilisateur
Velocity distribution
Rough pipes with natural roughness in the subquadratic regio
Zero
Flow rate raised to the power of one
Reynolds number (Re)
As mutually influencing
Distance greater than the flow stabilization distance
Head loss
Lower head losses
Cross-sectional areas
Higher pressure
. To simplify calculations
Shape of the local resistance, Reynolds number, and surface roughness
Flow rate raised to the power of one
Velocity head after the local resistance
Invalidated
Distance between local resistances
Lost velocity
70°
Abrupt expansion
Lower
Compression of the jet
Separation zones
Reynolds number
To simplify calculations
Velocity head
Grainy roughness
To relate head losses to the velocity head
Increases
To estimate head losses in abrupt expansion