Hydraulics and Fluid Mechanics Formulas
Solve for hydraulic grade line slope
Note: Valid only for ambient temperatures and turbulent flow
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mean flow velocity | |
friction coefficient | |
hydraulic radius | |
hydraulic grade line slope |
discharge or flow rate | |
friction coefficient | |
pipe diameter | |
hydraulic grade line slope |
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 |
P. Aarne Vesilind, J. Jeffrey Peirce and Ruth F. Weiner. 1994. Environmental Engineering. Butterworth Heinemann. 3rd ed.
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