Water Treatment - Bar Racks and Fine Screens

Solving for discharge coefficient.

headloss (h_{L})

= 0

= 0

meter

gravity acceleration (g)

= 0

= 0

meter/second^2

flow rate or discharge through screen (Q)

= 0

= 0

meter^3/second

effective open area (A)

= 0

= 0

meter^2

discharge coefficient (C)

= NOT CALCULATED

Select solve for a different unknown

Bar Racks

bar rack headloss | |

flow velocity through the openings | |

upstream velocity | |

acceleration of gravity |

Fine Screens

fine screen headloss | |

flow rate or discharge through the screen | |

submerged screen effective area | |

screen coefficient of discharge | |

acceleration of gravity |

References - Books:

George Tchobanoglous, Franklin L. Burton. 1991. Wastewater Engineering Treatment, Disposal and Reuse. McGraw Hill, Inc.

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