Orifice Equations Formulas Design Calculator

Fluid Mechanics Hydraulics

Solving for gravitational constant.

Inputs:

 flow rate (Q) meter^3/second cc/hour centimeter^3/second centimeter^3/hour deciliter/minute foot^3/minute foot^3/second gallon/minute liter/day liter/minute liter/second meter^3/day meter^3/minute milliliter/hour milliliter/minute discharge coefficient (Cd) orifice area (AO meter^2 acre international acre US survey are barn centimeter^2 foot^2 hectare inch^2 kilometer^2 mile^2 mile^2 nautical ping township yard^2 center line head (H) meter attometer centimeter chain dekameter decimeter exameter femtometer foot gigameter hectometer inch kilometer light year link megameter micrometer micron mile millimeter nanometer petameter picometer rod terameter yard

 |

Conversions:

 flow rate (Q) = 0 = 0 meter^3/second discharge coefficient (Cd) = 0 = 0 orifice area (AO = 0 = 0 meter^2 center line head (H) = 0 = 0 meter

Solution:

 gravitational constant (g) = HAS NOT BEEN CALCULATED

Other Units:

Change Equation
Select an equation 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.

by Jimmy Raymond