Typical head loss values for important situations may be found in tables. For bends and area changes, they can be expressed as a head loss coefficient: .
Exercise:
Why express the headloss in terms of ? Why not, say, ?
For the developed two-dimensional duct flow in the previous subsection, the head loss over a distance L of the duct is:
This head loss (called major head loss) can be given in terms of a friction factor: For laminar flow in a circular pipe,There will be an additional head loss for the entrance effects (called minor head loss):
For the duct exit, the kinetic energy will probably be mostly lost:
You should now be able to do 7.3 and 4