Pitot Tubes
Pitot tubes can be used to measure fluid flow velocities by measuring the difference between static and dynamic pressure in the flow.
A pitot tube can be used to measure fluid flow velocity by converting the kinetic energy in a fluid flow to potential energy.
The principle is based on the Bernoulli Equation where each term of the equation can be interpreted as pressure
p + 1/2 ρ v^{2} + ρ g h
= p + 1/2 ρ v^{2} + γ h
= constant along a streamline (1)
where
p = static pressure (relative to the moving fluid) (Pa)
ρ = density of fluid (kg/m^{3})
v = flow velocity (m/s)
γ = ρ g = specific weight (N/m^{3})
g = acceleration of gravity (m/s^{2})
h = elevation height (m)
Each term of the equation has the dimension force per unit area N/m^{2 } (Pa)  or in imperial units lb/ft^{2} (psi).
Static Pressure
The first term  p  is the static pressure. It is static relative to the moving fluid and can be measured through a flat opening in parallel to the flow.
Dynamic Pressure
The second term  1/2ρ v^{2}  is called the dynamic pressure.
Hydrostatic Pressure
The third term  γ h  is called the hydrostatic pressure. It represent the pressure due to change in elevation.
Stagnation Pressure
The Bernoulli Equation states that the energy along a streamline is constant  and can be modified to
p_{1} + 1/2ρ v_{1}^{2} + γ h_{1}
=p_{2} + 1/2ρ v_{2}^{2} + γ h_{2}
= constant along the streamline (2)
where
suffix_{1} is a point in the free flow upstream
suffix_{2} is the stagnation point where the velocity in the flow is zero
Flow Velocity
In a measuring point we regard the hydrostatic pressure as a constant where h_{1} = h_{2}  and this part can be eliminated. Since v_{2} is zero, (2) can be modified to:
p_{1} + 1/2 ρ v_{1}^{2} = p_{2} (3)
or
v_{1} = [2 (p_{2}  p_{1}) / ρ] ^{1/2}
= [2 Δp / ρ] ^{1/2} (4)
where
Δp = p_{2}  p_{1} (differential pressure)
With (4) it's possible to calculate the flow velocity in point 1  the free flow upstream  if we know the differential pressure difference Δp = p_{2}  p_{1} and the density of the fluid.
It is common to use head instead of pressure. (4) can be modified by dividing with specific weight γ to
v_{1} = c [2 g Δh]^{1/2 } (5)
where
c = coefficient  depending on reference liquid and units used or calculated
g = acceleration of gravity
Δh = h_{2}  h_{1} = height difference (fluid column)
Note!  in the basic equation the head unit is with reference to the density of the flowing fluid. For other units and reference liquids  like mm Water Column  check Velocity Pressure Head.
The Pitot Tube
The pitot tube is a simple and convenient instrument to measure the difference between static, total and dynamic pressure (or head).
The head  Δh  (or pressure difference  Δp) can be measured and calculated with the help of utube manometers, electronic pressure transmitters or similar instrumentation.
Air Flow  Velocity and Dynamic Head Chart
The charts below are based on air density 1.205 kg/m^{3} and water density 1000 kg/m^{3}.
Note that as indicated in the diagram above  pitot tubes are not suited for low velocity flow. Due to low dynamic pressure (head) the readings will be inaccurate.
Water Flow  Velocity and Dynamic Head Chart
Flow Metering  Point Velocity Area Method
The point velocities in a duct, channel or pipe can be measured by traversing the crosssectional area of the conduit. The point velocities can be used to calculate the average velocity that can be used to estimate the flow.
The average velocity can be calculated as
v_{a} = Σ v_{n} / n
= (2 g Σ h_{n} / n )^{1/2} (6)
where
v_{a} = average velocity (m/s, ft/s)
v_{n} = point velocity (m/s, ft/s)
h_{n} = point height difference pitot meter (m, ft)
n = number of point velocities
The volume flow in the conduit can be calculated as
q = v_{a} A (7)
where
q = flow (m^{3}/s, ft^{3}/s)
A = crosssectional area (m^{2}, ft^{2})
For round ducts larger than 10 inches the average velocity can be calculated as the arithmetic middle of a 10 point traverse from inward side wall with distance
 2%, 8%, 15%, 23%, 34%, 66%, 77%, 85%, 92% and 98%
For smaller ducts the the average velocity can be estimated to 81% of centerline velocity.
Related Topics

Flow Measurement
Flow metering principles  Orifice, Venturi, Flow Nozzles, Pitot Tubes, Target, Variable Area, Positive Displacement, Turbine, Vortex, Electromagnetic, Ultrasonic Doppler, Ultrasonic Timeoftravel, Mass Coriolis, Mass Thermal, Weir Vnotch, Flume Parshall and Sluice Gate flow meters and more.
Related Documents

Bernoulli Equation
Conservation of energy in a nonviscous, incompressible fluid at steady flow. 
California Pipe Flow Metering Method
Calculate the discharge length from the open end of a partially filled horizontal pipe. 
Comparing Flowmeters
A limited comparison of flowmeter principles  regarding service, rangeability, pressure loss, typical accuracy, upstream pipe diameters, viscosity and relative costs. 
Density vs. Specific Weight and Specific Gravity
An introduction to density, specific weight and specific gravity. 
Dynamic Pressure
Dynamic pressure is the kinetic energy per unit volume of a fluid in movement. 
Energy and Hydraulic Grade Line
The hydraulic grade line and the energy line are graphical presentations of the Bernoulli equation. 
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Introduction to accuracy in flow measurement devices. 
Kinetic Energy
Energy possessed by an object's motion is kinetic energy. 
Orifice, Nozzle and Venturi Flow Rate Meters
The orifice, nozzle and venturi flow rate meters makes the use of the Bernoulli Equation to calculate fluid flow rate using pressure difference through obstructions in the flow. 
UTube Differential Pressure Manometers
Inclined and vertical utube manometers used to measure differential pressure in flow meters like pitot tubes, orifices and nozzles. 
Velocity Pressure Head
Dynamic pressure or velocity head.