Flocculation Design Equations Formulas Calculator Tank Volume

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Solving For Tank Volume

Inputs:

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Conversions:

input power (P)

= 0

newton-meter/second

velocity gradient (G)

= 0

second^-1

dynamic viscosity (u)

= 0

newton-second/meter^2

Solution:

flocculator tank volume (V) = NOT CALCULATED

Other Units:

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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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By Jimmy Raymond

Contact: aj@ajdesigner.com

Flocculation Design Equations Calculator

Inputs:

Conversions:

Solution:

Other Units: