Solving for flow mean velocity

Note: Valid only for ambient temperatures and turbulent flow

Hazen Williams friction coefficient (C) = 0 = 0 |

hydraulic radius (r) = 0 = 0 foot |

hydraulic grade line slope (s) = 0 = 0 |

flow mean velocity (v) = NOT CALCULATED |

Select to solve for a different unknown

Mean Fluid Velocity

mean flow velocity | |

friction coefficient | |

hydraulic radius | |

hydraulic grade line slope |

Fluid Flow Rate

discharge or flow rate | |

friction coefficient | |

pipe diameter | |

hydraulic grade line slope |

Where

v | = | mean flow velocity |

C | = | Hazen Williams friction coefficient |

r | = | hydraulic radius |

s | = | hydraulic grade line slope |

Q | = | flow rate or discharge |

D | = | pipe diameter |

Reference - Books:

1) P. Aarne Vesilind, J. Jeffrey Peirce and Ruth F. Weiner. 1994. Environmental Engineering. Butterworth Heinemann. 3rd ed.

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