2.3 Fluid Mechanics and Airflow Fundamentals

Key Takeaways

  • The Continuity Equation (Q = V × A) dictates that for incompressible airflow, volumetric flow rate remains constant along a duct, meaning velocity varies inversely with cross-sectional area.
  • Total Pressure is the algebraic sum of Static Pressure and Velocity Pressure (TP = SP + VP); while Static Pressure can be positive or negative, Velocity Pressure is always positive.
  • Velocity Pressure converts to duct air velocity via V = 4005 × √(VP) at standard air density (0.075 lb/ft³), or VP = (V / 4005)².
  • The Reynolds number (Re = ρVD / μ) determines flow regime in ducts; Re < 2,000 represents laminar flow, whereas Re > 4,000 indicates fully turbulent flow with flattened velocity profiles.
  • Duct friction losses scale directly with duct length and velocity squared, and inversely with duct diameter according to the Darcy-Weisbach equation (hf = f · (L/D) · VP).
Last updated: August 2026

Fluid Mechanics and Airflow Fundamentals

Local exhaust ventilation (LEV), dilution ventilation, air sampling manifolds, and particle transport lines operate according to the fundamental laws of fluid mechanics. Industrial hygienists must evaluate airflow quantities, duct velocities, static and dynamic pressure distributions, and energy losses to design, test, and troubleshoot engineering control systems. This section covers the continuity equation, Bernoulli's energy conservation, duct pressure relationships, the velocity pressure equation, Reynolds numbers, and friction loss calculations.


1. The Continuity Equation and Conservation of Mass

In fluid dynamics, the Law of Conservation of Mass states that mass can neither be created nor destroyed in a steady-state fluid system. For flow through a closed conduit or ventilation duct:

m˙=ρ1A1V1=ρ2A2V2=constant\dot{m} = \rho_1 A_1 V_1 = \rho_2 A_2 V_2 = \text{constant}

Where:

  • m = mass flow rate (lb/min or kg/s)
  • ρ = fluid density (lb/ft³ or kg/m³)
  • A = cross-sectional area of duct (ft² or m²)
  • V = average fluid velocity (ft/min or m/s)

Incompressibility Assumption in Industrial Ventilation

Under standard industrial ventilation conditions, pressure differentials rarely exceed ± 20 inches of water gauge (≈ 0.72 psi or 5 kPa), which represents less than a 5% variation from atmospheric pressure (14.7 psia). Air velocities in LEV systems are almost always well below 10,000 fpm (Mach number < 0.15).

Consequently, air can be treated as an incompressible fluid of constant density (ρ1 = ρ2), simplifying the continuity equation to volumetric flow rate (Q):

Q=V×AQ=V1A1=V2A2\mathbf{Q = V \times A} \quad \Longleftrightarrow \quad \mathbf{Q = V_1 A_1 = V_2 A_2}

Where:

  • Q = Volumetric airflow rate in Cubic Feet per Minute (CFM) or m³/s
  • V = Average air velocity in Feet per Minute (FPM) or m/s
  • A = Cross-sectional duct area in Square Feet (extft²) or m²

Duct Geometry Formulas

Duct ShapeCross-Sectional Area (A) FormulaParameter Definitions
Round / Circular DuctA = (π D²)/4 = (π d²)/576D = diameter in feet, d = diameter in inches (A = (π (d/12)²)/4)
Rectangular DuctA = W × H = (w × h)/144W, H in feet; w, h in inches
Equivalent Hydraulic DiameterDh = 4A/Pw = (2 × W × H)/(W + H)Pw = wetted perimeter (2W + 2H)

2. Bernoulli's Principle & Total, Static, and Velocity Pressure

Bernoulli's Theorem expresses the conservation of mechanical energy along a streamline in steady, frictionless fluid flow:

P1ρg+V122g+z1=P2ρg+V222g+z2+hloss\frac{P_1}{\rho g} + \frac{V_1^2}{2g} + z_1 = \frac{P_2}{\rho g} + \frac{V_2^2}{2g} + z_2 + h_{\text{loss}}

Because the density of air is low, elevation head changes (z1 - z2) across industrial duct runs are negligible and set to zero. Energy in a ventilation duct is therefore expressed in terms of fluid pressures, measured in inches of water gauge (in. w.g.) or Pascals (Pa).

The Fundamental Duct Pressure Relationship

At any point in a duct system, the Total Pressure (TP) is the algebraic sum of Static Pressure (SP) and Velocity Pressure (VP):

TP=SP+VP\mathbf{TP = SP + VP}

   +-------------------------------------------------------------+
   |                VENTILATION PRESSURE COMPONENTS              |
   +-------------------------------------------------------------+
   |                                                             |
   |  STATIC PRESSURE (SP)       +    VELOCITY PRESSURE (VP)     |
   |  - Potential energy              - Kinetic energy of motion |
   |  - Exerted in all directions     - Exerted only in flow dir |
   |  - Can be POSITIVE or NEGATIVE   - ALWAYS POSITIVE (> 0)    |
   |  - Collapses/bursts duct walls   - Directly yields velocity |
   |                                                             |
   |                              =                              |
   |                                                             |
   |                     TOTAL PRESSURE (TP)                     |
   |                     - Total energy in duct                  |
   |                     - Decreases downstream (losses)         |
   +-------------------------------------------------------------+

Detailed Characterization of Pressure Components

  1. Static Pressure (SP):

    • Represents the potential energy of the air.
    • Acts perpendicularly and equally in all directions against the interior duct walls.
    • Sign Convention: On the suction side of the fan (upstream/inlet), SP is negative (below atmospheric pressure), acting to collapse the duct. On the discharge side of the fan (downstream/outlet), SP is positive (above atmospheric pressure), acting to expand the duct.
    • Measured using a static pressure tap flush with the duct wall.
  2. Velocity Pressure (VP):

    • Represents the kinetic energy of the moving airstream.
    • Acts exclusively in the direction of airflow.
    • Sign Convention: Velocity pressure is always positive (VP > 0) in moving air, and zero in stationary air.
    • Measured using the differential between the impact tip and static side ports of a Standard Pitot-Static tube.
  3. Total Pressure (TP):

    • Measures the total mechanical energy present in the fluid stream.
    • Because friction and turbulence convert mechanical energy into irreversible thermal energy, TP always decreases in the direction of airflow through passive ductwork, fittings, and hoods. Only the fan adds energy to create a sudden rise in TP.

3. Derivation of the Velocity Pressure Equation (V = 4005√(VP))

A cornerstone formula on the CIH exam is the equation converting measured velocity pressure (VP, in inches of water) to average linear air velocity (V, in feet per minute).

Step-by-Step Mathematical Derivation

From basic physics, kinetic energy head is h = V²/2g, or V = √(2gh).

  1. Express fluid velocity in feet per second (v): v=2ghairv = \sqrt{2 g h_{\text{air}}} Where g = 32.174 ft/s² and hair is fluid column height in feet of air.

  2. Convert column height from inches of water (VP) to feet of air (hair):

    • Standard density of liquid water at 70°F: ρwater = 62.37 lb/ft³ ≈ 62.4 lb/ft³
    • Standard density of dry air at 70°F (21.1°C) and 29.92 in. Hg (760 mmHg): ρair = 0.07495 lb/ft³ ≈ 0.075 lb/ft³

    hair=(VP in. w.g.12 in/ft)×(ρwaterρair)=(VP12)×(62.370.07495)=69.345×VPh_{\text{air}} = \left(\frac{VP\text{ in. w.g.}}{12\text{ in/ft}}\right) \times \left(\frac{\rho_{\text{water}}}{\rho_{\text{air}}}\right) = \left(\frac{VP}{12}\right) \times \left(\frac{62.37}{0.07495}\right) = 69.345 \times VP

  3. Substitute into the velocity equation and convert velocity from ft/sec to ft/min (V = 60 × v): v(ft/s)=2×32.174×(69.345×VP)=4462.6×VP=66.803×VPv(\text{ft/s}) = \sqrt{2 \times 32.174 \times (69.345 \times VP)} = \sqrt{4462.6 \times VP} = 66.803 \times \sqrt{VP} V(ft/min)=60×v(ft/s)=60×66.803×VP=4008.2×VP4005VPV(\text{ft/min}) = 60 \times v(\text{ft/s}) = 60 \times 66.803 \times \sqrt{VP} = \mathbf{4008.2 \times \sqrt{VP} \approx 4005\sqrt{VP}}

Working Equations for Standard and Non-Standard Conditions

V=4005VPVP=(V4005)2(Standard Air: 70F,29.92 in. Hg)\mathbf{V = 4005 \sqrt{VP}} \quad \Longleftrightarrow \quad \mathbf{VP = \left(\frac{V}{4005}\right)^2} \quad (\text{Standard Air: } 70^\circ\text{F}, 29.92\text{ in. Hg})

For non-standard temperatures or elevations, density correction factor (d = ρactual / 0.075) is applied:

V=4005VPdwhere d=(530T(F)+460)×(Pbaro(in. Hg)29.92)V = 4005 \sqrt{\frac{VP}{d}} \quad \text{where } d = \left(\frac{530}{T(^\circ\text{F}) + 460}\right) \times \left(\frac{P_{\text{baro}}(\text{in. Hg})}{29.92}\right)


4. Reynolds Number & Flow Regimes in Ducts and Sampling Lines

The Reynolds Number (Re) is a dimensionless parameter representing the ratio of inertial forces to viscous forces in fluid flow:

Re=ρVDμ=VDνRe = \frac{\rho V D}{\mu} = \frac{V D}{\nu}

Where:

  • ρ = fluid density (kg/m³ or lb/ft³)
  • V = average velocity (m/s or ft/s)
  • D = internal pipe/duct diameter (m or ft)
  • µ = absolute dynamic viscosity (Pa·s or lb/(ft·s))
  • ν = µ / ρ = kinematic viscosity (m²/s or ft²/s)

Flow Regimes in Circular Pipes and Ventilation Ducts

Flow RegimeReynolds Number RangeVelocity Profile CharacteristicsIndustrial Hygiene Application
Laminar FlowRe < 2,000Parabolic profile; centerline velocity Vmax = 2.0 × Vavg; smooth streamlines without radial mixingCritical flow orifices, low-flow personal sampling tubes, cyclone aerosol pre-separators
Transition Zone2,000 ≤ Re ≤ 4,000Unstable flow fluctuating between laminar and turbulent statesAvoid designing industrial LEV systems in this regime
Turbulent FlowRe > 4,000Flattened velocity profile; centerline velocity Vmax ≈ 1.15 - 1.25 × Vavg; intense eddy mixingIndustrial LEV exhaust ductwork, stack discharge, particulate transport lines

Key Principle in Particulate Transport: Industrial exhaust systems capturing dusts and fumes are intentionally designed for fully turbulent flow (Re >> 10,000, with transport velocities typically between 3,500 fpm and 4,500 fpm) to keep particles suspended and prevent duct clogging.


5. Duct Friction Losses & The Darcy-Weisbach Equation

As air moves through a duct, friction against the duct walls and internal turbulent eddies dissipate mechanical energy as heat. The fundamental equation for friction head loss (hf) is the Darcy-Weisbach Equation:

hf=f(LD)(V22g)=f(LD)VPh_f = f \left(\frac{L}{D}\right) \left(\frac{V^2}{2g}\right) = f \left(\frac{L}{D}\right) VP

Where:

  • hf = friction head loss in duct (in. w.g.)
  • f = dimensionless Darcy friction factor (determined by pipe roughness and Re on the Moody Diagram)
  • L = duct length (feet)
  • D = duct diameter (feet)
  • VP = velocity pressure (in. w.g.)

Duct Loss Coefficient Method (K)

For hood entries, elbows, branch entries, expansions, and contractions, pressure losses are expressed as a fraction of the velocity pressure:

hloss=K×VPh_{\text{loss}} = K \times VP

Where K is the specific fitting loss coefficient (e.g., K = 0.50 for a standard 90° flanged hood entry, K = 0.25 for a smooth rounded 5-piece duct elbow).


6. Worked Step-by-Step Calculation Examples

Worked Example 1.6: Continuity Equation and Duct Sizing for Particulate Transport

Problem: A local exhaust ventilation hood captures metal grinding dust from a buffing wheel at a required volumetric flow rate of Q = 1,400 CFM. To prevent heavy metallic dust particles from settling out and clogging the ductwork, the ACGIH Industrial Ventilation Manual recommends a minimum duct transport velocity of V = 4,000 fpm.

  1. Calculate the required duct cross-sectional area in square feet.
  2. Determine the exact duct diameter in inches.
  3. If standard round spiral duct is available in whole-inch increments (e.g., 7-inch, 8-inch, 9-inch), select the correct size and calculate the resulting actual duct velocity.

Solution Steps:

  1. Calculate required area using Q = V × A: A=QV=1,400 CFM4,000 fpm=0.350 ft2A = \frac{Q}{V} = \frac{1,400\text{ CFM}}{4,000\text{ fpm}} = 0.350\text{ ft}^2

  2. Calculate exact duct diameter (d in inches): A=πd2576    d=576×Aπ=576×0.3503.14159=64.17=8.01 inchesA = \frac{\pi d^2}{576} \implies d = \sqrt{\frac{576 \times A}{\pi}} = \sqrt{\frac{576 \times 0.350}{3.14159}} = \sqrt{64.17} = 8.01\text{ inches}

  3. Select standard duct size and verify transport velocity:

    • If a 9-inch duct were selected (A = 0.4418 ft²), actual velocity would be V = 1400 / 0.4418 = 3,169 fpm, which is below the 4,000 fpm minimum and would allow duct settling.
    • Therefore, select an 8-inch diameter duct: Aactual=π(8)2576=201.06576=0.3491 ft2A_{\text{actual}} = \frac{\pi (8)^2}{576} = \frac{201.06}{576} = 0.3491\text{ ft}^2 Vactual=QAactual=1,400 CFM0.3491 ft2=4,010 fpmV_{\text{actual}} = \frac{Q}{A_{\text{actual}}} = \frac{1,400\text{ CFM}}{0.3491\text{ ft}^2} = 4,010\text{ fpm}

Result: Select an 8-inch duct, providing an actual transport velocity of 4,010 fpm, safely satisfying transport requirements.


Worked Example 1.7: Pitot-Static Tube Velocity and Airflow Rate Calculation

Problem: A CIH performs a multi-point Pitot-tube traverse on a 12-inch diameter circular exhaust duct at standard air density. The average of the square roots of the velocity pressures across the traverse points is √(VP)-bar = 0.750 (in. w.g.)(1/2).

  1. Calculate the average air velocity (V) in feet per minute.
  2. Calculate the total volumetric flow rate (Q) in CFM.

Solution Steps:

  1. Calculate average velocity using V = 4005 × √(VP)-bar:

    Measurement Rule: Always average the square roots of the velocity pressures, rather than averaging velocity pressures and taking the square root afterward (Vavg = 4005 × avg(√(VP)) ≠ 4005 × √(avg(VP))). V=4005×0.750=3,003.75 fpm3,004 fpmV = 4005 \times 0.750 = 3,003.75\text{ fpm} \approx 3,004\text{ fpm}

  2. Calculate duct area (A) for a 12-inch diameter duct: A=π(12 in)2576=3.14159×144576=0.7854 ft2A = \frac{\pi (12\text{ in})^2}{576} = \frac{3.14159 \times 144}{576} = 0.7854\text{ ft}^2

  3. Calculate volumetric flow rate (Q = V × A): Q=3,003.75 fpm×0.7854 ft2=2,359.1 CFMQ = 3,003.75\text{ fpm} \times 0.7854\text{ ft}^2 = 2,359.1\text{ CFM}

Result: The duct air velocity is 3,004 fpm and the total airflow is 2,359 CFM.


Worked Example 1.8: Total, Static, and Velocity Pressure Balance Across a Hood

Problem: In an LEV branch duct located upstream of the exhaust fan, a technician measures a static pressure of SP = -2.75 in. w.g. and a velocity pressure of VP = 0.64 in. w.g..

  1. Calculate the Total Pressure (TP) at this measurement plane.
  2. Explain the physical significance of the sign of each pressure value.

Solution Steps:

  1. Apply the total pressure equation (TP = SP + VP): TP=SP+VP=2.75 in. w.g.+0.64 in. w.g.=2.11 in. w.g.TP = SP + VP = -2.75\text{ in. w.g.} + 0.64\text{ in. w.g.} = -2.11\text{ in. w.g.}

  2. Physical Analysis:

    • SP = -2.75 in. w.g.: Negative potential energy because the duct is under suction from the fan inlet, drawing air into the hood against friction and entry losses.
    • VP = +0.64 in. w.g.: Positive kinetic energy corresponding to a duct velocity of V = 4005√(0.64) = 4005 × 0.80 = 3,204 fpm.
    • TP = -2.11 in. w.g.: Negative total energy relative to ambient room pressure (0.0 in. w.g.), reflecting the energy loss required to accelerate air into the hood and overcome upstream friction.
Test Your Knowledge

A Pitot tube measurement in a local exhaust duct at standard air density indicates a velocity pressure (VP) of 0.49 in. w.g. What is the corresponding linear air velocity in feet per minute?

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Test Your Knowledge

In a local exhaust ventilation branch duct upstream of the fan, the static pressure is measured as -3.50 in. w.g. and the velocity pressure is measured as +0.81 in. w.g. What is the Total Pressure (TP) at this cross-section?

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Test Your Knowledge

An exhaust ventilation system moves 2,400 CFM through a 10-inch diameter round duct. What is the approximate air velocity in the duct?

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Test Your Knowledge

Which of the following conditions characterizes fluid flow in a pipe or duct when the Reynolds number (Re) is calculated to be 1,200?

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