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Darcy-Weisbach Equations and Formulas Calculator

Fluid Mechanics - Hydraulics


Solving for head loss.

Head Loss

Inputs:

friction factor (f)
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 an equation to solve for a different unknown

head loss Solve for head loss
friction factor Solve for friction factor
pipe length Solve for pipe length
pipe diameter Solve for pipe diameter
flow velocity Solve for flow velocity
acceleration of gravity Solve 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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