Orifice Equations Design Calculator
Fluid Mechanics Hydraulics Formulas
Solving for center line head.
Inputs:
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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
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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