Flocculation Design Equations and Formulas Calculator
Wastewater Water Treatment Systems
Solving For Relative Paddle Velocity
Inputs:
Conversions:
| P | = | 0 | | = | 0 | newton-meter/second |
| C | = | 0 | | = | 0 | |
| A | = | 0 | | = | 0 | meter^2 |
| p | = | 0 | | = | 0 | kilogram/meter^3 |
Solution:
| relative paddle velocity (v) | = | HAS NOT BEEN CALCULATED | |
Other Units:
| 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.
