Hazen Williams Equations Calculator
Hydraulics and Fluid Mechanics Formulas
Solving for hydraulic grade line slope
Note: Valid only for ambient temperatures and turbulent flow
Inputs:
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Conversions:
mean flow velocity (v)
= 0
= 0
foot/second
friction coefficient (C)
= 0
= 0
hydraulic radius (r)
= 0
= 0
foot
Solution:
hydraulic grade line slope (s)
= NOT CALCULATED
Other Units:
Change Equation
Select to solve for a different unknown
Select to solve for a different unknown
Mean Fluid Velocity
 | mean flow velocity |
 | friction coefficient |
 | hydraulic radius |
 | hydraulic grade line slope |
Fluid Flow Rate
 | discharge or flow rate |
 | friction coefficient |
 | pipe diameter |
 | hydraulic grade line slope |
Where
| v | = | mean flow velocity |
| C | = | Hazen Williams friction coefficient |
| r | = | hydraulic radius |
| s | = | hydraulic grade line slope |
| Q | = | flow rate or discharge |
| D | = | pipe diameter |
Reference - Books:
1) P. Aarne Vesilind, J. Jeffrey Peirce and Ruth F. Weiner. 1994. Environmental Engineering. Butterworth Heinemann. 3rd ed.
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