Orifice Equations Design Calculator

Fluid Mechanics Hydraulics Formulas


Solving for center line head.
center line head

Inputs:

flow rate (Q)
discharge coefficient (Cd)
unitless
orifice area (AO
gravitational constant (g)

Conversions:

flow rate (Q)
= 0
= 0
meter^3/second
discharge coefficient (Cd)
= 0
= 0
orifice area (AO
= 0
= 0
meter^2
gravitational constant (g)
= 0
= 0
meter/second^2

Solution:

center line head (H)
= NOT CALCULATED

Other Units:


Change Equation
Select to solve for a different unknown
flow rateSolve for flow rate.
discharge coefficientSolve for discharge coefficient.
orifice areaSolve for orifice area.
gravitational constantSolve for gravitational constant.
center line headSolve 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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