static head or elevation (Z2) = 0 = 0 meter |

pressure (P1) = 0 = 0 pascal |

pressure (P2) = 0 = 0 pascal |

velocity (V1) = 0 = 0 meter/second |

velocity (V2) = 0 = 0 meter/second |

density (p) = 0 = 0 kilogram/meter^3 |

acceleration of gravity (g) = 0 = 0 meter/second^2 |

head loss (h) = 0 = 0 meter |

static head or elevation (Z1) = NOT CALCULATED |

Note Bernoulli Equation Assumes:

1. | flow is streamline |

2. | steady state flow |

3. | inviscid fluid |

4. | incompressible fluid |

Select to solve for a different unknown

Solve for head loss | |

Solve for static head or elevation at point 1 | |

Solve for pressure at point 1 | |

Solve for velocity at point 1 |

Where

h | = | head loss |

Z | = | static head or elevation |

P | = | Pressure |

V | = | fluid velocity |

p | = | fluid density |

g | = | acceleration of gravity |

Q | = | flow rate |

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