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Flocculation Design Equations and Formulas Calculator
Wastewater Water Treatment Systems

Solving For Tank Volume

Inputs:
 input power (P) watt foot-pound/second horsepower joule/second kilojoule/second kilowatt newton-meter/second velocity gradient (G) second^-1 day^-1 year^-1 dynamic viscosity (u) newton-second/meter^2 dyne-second/centimeter^2 pascal-second kilogram/meter-second poise pound(f)-second/foot^2 poundal-second/foot^2 slug/foot-second

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Conversions:
 P = 0 = 0 newton-meter/second G = 0 = 0 second^-1 u = 0 = 0 newton-second/meter^2

Solution:
 flocculator tank volume (V) = HAS NOT BEEN CALCULATED

Other Units:

Change Equation
Select an equation to solve for a different unknown

 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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