Open Channel Flow Fluid Mechanics Hydraulics

Solving for wetted perimeter.

area of sectin flow (A)

= 0

= 0

meter^2

hydraulic radius (R_{h})

= 0

= 0

meter

wetted perimeter (P_{w})

= NOT CALCULATED

Select to solve for a different unknown

hydraulic radius

hydraulic radius | |

area of section flow | |

wetted perimeter | |

hydraulic radius of a pipe |

mean depth

mean depth | |

area of section flow | |

top water surface width |

Froude number

Froude number | |

flow velocity | |

acceleration of gravity | |

mean depth |

U.S. Department of the Interior Bureau of Reclamation. Water Resources Research Laboratory: Water Measurement Manual. Washington DC, 2001.

Lindeburg, Michael R. 1992. Engineer In Training Reference Manual. Professional Publication, Inc. 8th Edition.

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
Gain On Sale Calculator
Hydraulic Radius Formulas Calculator
Manning Equations Calculator
Inductor Equations Calculator
Hazen Williams Equations Calculator
Statistics Equations Formulas
Pump Calculator - Water Hydraulics
Kirpich Time Of Concentration
Earned Value Project Management

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