Water Treatment - Bar Racks and Fine Screens

Solving for headloss.

discharge coefficient (C)

= 0

= 0

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

headloss (h_{L})

= 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.

Infant Growth Charts - Baby Percentiles
Overtime Pay Rate Calculator
Salary Hourly Pay Converter - Jobs
Percent Off - Sale Discount Calculator
Pay Raise Increase Calculator
Linear Interpolation Calculator
Dog Age Calculator
Mortgage Loan Points Calculator
Pump Calculator - Water Hydraulics
Biochemical Oxygen Demand
Flocculation Design Equation Calculator
Parshall Flume Calculator
Orifice Flow Rate Calculator
Hazen Williams Equations Calculator
Darcy-Weisbach Equations Calculator
Cyclone Design Calculator

Home: PopularIndex 1Index 2Index 3Index 4Infant ChartMath GeometryPhysics ForceFluid MechanicsFinanceLoan CalculatorNursing Math

Online Web Apps, Rich Internet Application, Technical Tools, Specifications, How to Guides, Training, Applications, Examples, Tutorials, Reviews, Answers, Test Review Resources, Analysis, Homework Solutions, Worksheets, Help, Data and Information for Engineers, Technicians, Teachers, Tutors, Researchers, K-12 Education, College and High School Students, Science Fair Projects and Scientists

By Jimmy Raymond

Contact: aj@ajdesigner.com

Privacy Policy, Disclaimer and Terms

Copyright 2002-2015