Fluid Mechanics Hydraulic Design Formulas
Solve for Velocity at Point 1
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Solve for head loss | |
Solve for static head or elevation at point 1 | |
Solve for pressure at point 1 | |
Solve for velocity at point 1 |
Where
h | = | head loss |
Z | = | static head or elevation |
P | = | Pressure |
V | = | fluid velocity |
p | = | fluid density |
g | = | acceleration of gravity |
Q | = | flow rate |
Note Bernoulli Equation Assumes:
1. | flow is streamline |
2. | steady state flow |
3. | inviscid fluid |
4. | incompressible fluid |
P. Aarne Vesilind, J. Jeffrey Peirce and Ruth F. Weiner. 1994. Environmental Engineering. Butterworth Heinemann. 3rd ed.
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