Head Loss

This form helps determine the head loss in water
pipes based on the Hazen Williams equation:

h_l = 10.44 * L * Q^1.85

C^1.85 * d^4.8655

Input Data: Equation: Hazen-Williams Darcy-Weisbach
Flow =	gpm
'C' Value =
Pipe Diameter =	in
Pipe Length =	ft

Results:
Head Loss =	ft