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Hazen Williams Equations Formulas Calculator
Hydraulics and Fluid Mechanics
Solving for hydraulic grade line slope
Note: Valid only for ambient temperatures and turbulent flow
Inputs:
Conversions:
| v | = | 0 | = | 0 | foot/second | |
| C | = | 0 | = | 0 | ||
| r | = | 0 | = | 0 | foot |
Solution:
| hydraulic grade line slope (s) | = | HAS NOT BEEN CALCULATED |
Other Units:
Change Equation
Select an equation to solve for a different unknown
Mean Fluid Velocity
Fluid Flow Rate
Where
Select an equation 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.
AJ Design - Online Science Mathematics Engineering Software Programs | 2 | 3 | 4 | 5
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