Fluid Mechanics Hydraulic Design Formulas

static head or elevation (Z1)

= 0

= 0

meter

static head or elevation (Z2)

= 0

= 0

meter

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

pressure (P1)

= 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.

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