Darcy-Weisbach Equations Calculator
Fluid Mechanics Hydraulics Formulas
Solving for pipe diameter.
Inputs:
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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
Select to solve for a different unknown
 | Solve for head loss |
 | Solve for friction factor |
 | Solve for pipe length |
 | Solve for pipe diameter |
 | Solve for flow velocity |
 | 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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