Fluid Mechanics Hydraulics Formulas

Solving for flow rate.

discharge coefficient (C_{d})

= 0

= 0

orifice area (A_{O}

= 0

= 0

meter^2

gravitational constant (g)

= 0

= 0

meter/second^2

center line head (H)

= 0

= 0

meter

flow rate (Q)

= NOT CALCULATED

Select to solve for a different unknown

Solve for flow rate. | |

Solve for discharge coefficient. | |

Solve for orifice area. | |

Solve for gravitational constant. | |

Solve for center line head. |

References - Books:

Martin Wanielista, Robert Kersten and Ron Eaglin. 1997. Hydrology Water Quantity and Quality Control. John Wiley & Sons. 2nd ed.

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