Wastewater Water Treatment Systems Formulas

Solving For Tank Volume

input power (P)

= 0

= 0

newton-meter/second

velocity gradient (G)

= 0

= 0

second^-1

dynamic viscosity (u)

= 0

= 0

newton-second/meter^2

flocculator tank volume (V)

= NOT CALCULATED

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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