Darcy-Weisbach Equations Calculator

Fluid Mechanics Hydraulics Formulas


Solving for head loss.

Head Loss

Inputs:

friction factor (f)
unitless
pipe length (L)
pipe diameter (D)
flow velocity (V)
acceleration of gravity (g)

Conversions:

friction factor (f)
= 0
= 0
pipe length (L)
= 0
= 0
foot
pipe diameter (D)
= 0
= 0
foot
flow velocity (V)
= 0
= 0
foot/second
acceleration of gravity (g)
= 0
= 0
foot/second^2

Solution:

head loss (h)
= NOT CALCULATED

Other Units:


Change Equation
Select to solve for a different unknown
head lossSolve for head loss
friction factorSolve for friction factor
pipe lengthSolve for pipe length
pipe diameterSolve for pipe diameter
flow velocitySolve for flow velocity
acceleration of gravitySolve for acceleration of gravity
Where
h=head loss
f=friction factor
L=pipe length
D=pipe diameter
V=flow velocity
g=acceleration of gravity

Reference - Books:
1) Warren Viessman and Mark J. Hammer. 1993. Water Supply and Pollution Control. Harper Collins College Publishers, Inc. 5th ed.
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