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Total Head Pressure Velocity Equations and Calculator
Hydraulic & Pneumatic Design Engineering
Fluids Flow Design and Engineering
Total Head Pressure and Velocity Equation and Calculator
Energy in an Incompressible Liquid
An incompressible liquid can have energy in the form of velocity, pressure, or elevation.
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Liquid flowing in a conduit can undergo changes in energy form. Bernoulli’s theorem for an incompressible liquid states that in steady flow, without losses, the energy at any point in the conduit is the sum of the velocity head, pressure head, and elevation head and that this sum is constant along a streamline in the conduit. Therefore, the energy at any point in the system relative to a selected datum plane is
Total Head Pressure
Eq. 1
Velocity Head Pressure
Eq. 2
Where
H = energy (total head) of system, ft · lb/lb or ft (N · m/N or m)
V = velocity, ft/s (m/s)
g = acceleration of gravity, 32.17 ft/s2 (9.807 m/s2)
p = pressure, lb/ft2 (N/m2)
γ = specific weight (force) of liquid, lb/ft3 (N/m3)
Z = elevation above (+) or below (-) datum plane, ft (m)
Figure 1, Velocity Head, Equivalent Velocity Head
The velocity and pressure at the point of energy measurement are expressed in units of equivalent head and are added to the distance Z that this point is above or below the selected datum plane. If pressure is measured as gage (relative to atmosphere), total head H is gage; if pressure is measured as absolute, total head H is absolute. Equation 1 can also be applied to liquid at rest in a vertical column or in a large vessel (or to liquids of various densities) to account for changes in pressure with changes in elevation or vice versa. The equivalent of velocity and pressure energy heads in feet (meters) can be thought of as the height to which a vessel of liquid of constant density has to be filled, above the point of measurement, to create this same velocity or pressure.
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Reference:
Pressure Design Manual, Third Edition, Dennis Moss 2004