Darcy-Weisbach Equations Calculator

Fluid Mechanics Hydraulics Formulas

Solving for pipe diameter.

Pipe Diameter

Inputs:

friction factor (f)
unitless
head loss (h)
pipe length (L)
flow velocity (V)
acceleration of gravity (g)
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Conversions:

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

Solution:

pipe diameter (D)
= 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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