Flocculation Design Equations Calculator
Wastewater Water Treatment Systems Formulas
Solving For Relative Paddle Velocity
Inputs:
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Conversions:
power dissapated (P)
= 0
= 0
newton-meter/second
drag coefficient (C)
= 0
= 0
paddle area (A)
= 0
= 0
meter^2
water density (p)
= 0
= 0
kilogram/meter^3
Solution:
relative paddle velocity (v) = NOT CALCULATED
Other Units:
Change Equation
Select to solve for a different unknown
Select to solve for a different unknown
flocculator velocity gradient
 | Solve for velocity gradient |
 | Solve for power input |
 | Solve for dynamic viscosity |
 | Solve for tank volume |
flocculator power
 | Solve for dissipated power |
 | Solve for paddle area |
 | Solve for drag coefficient |
 | Solve for water density |
 | Solve for relative paddle velocity |
Where
| G | = | velocity gradient |
| P | = | power input or dissipated |
| u | = | dynamic viscosity |
| V | = | volume |
| C | = | drag coefficient |
| p | = | water density |
| A | = | paddle area |
| v | = | relative paddle velocity to water |
References - Books:
1) P. Aarne Vesilind, J. Jeffrey Peirce and Ruth F. Weiner. 1994. Environmental Engineering. Butterworth Heinemann. 3rd ed.
2) Warren Viessman, Jr, Mark J. Hammer. 1993. Water Supply and Pollution Control. Harper Collins College Publishers. 5th ed.
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