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Flow measurement

Instrumentation and Control Engineering (B.E./B.Tech) · Sensors and measurement · free study notes for exams, placements and interviews

In short

Flow measurement determines the quantity of a fluid passing a point per unit time — volumetric (m³/s, LPM, m³/h) or mass (kg/s, t/h) — and is the most commercially sensitive measurement in process plants because fluid is bought, sold and taxed by it. The physics ranges from differential-pressure (DP) devices based on Bernoulli's equation to electromagnetic, ultrasonic, Coriolis and vortex-shedding principles. It is a guaranteed scoring area in GATE (IN and EC/EE papers) and in university Sensors/Industrial Instrumentation papers, usually through orifice sizing, discharge-coefficient and square-root-relationship numericals. Indian employers — Reliance, IOCL, BPCL, ONGC, GAIL, NTPC, Tata Steel, L&T, Emerson, Yokogawa, Endress+Hauser, ABB, Honeywell, Forbes Marshall — test it in technical rounds for instrumentation, commissioning and custody-transfer roles.

Explained

Fundamentals and classification

Differential-pressure meters — theory and hardware

Variable-area, positive-displacement and turbine meters

Modern electrical meters

Open-channel and special methods

Performance terms, standards and Indian practice

Key points

Formulas and examples

Continuity: Q = A₁v₁ = A₂v₂ ; ṁ = ρQ
Q = volumetric flow (m³/s), A = cross-sectional area (m²), v = mean velocity (m/s), ρ = density (kg/m³), ṁ = mass flow (kg/s)
Reynolds number: Re = ρvD/μ = vD/ν
D = pipe inside diameter (m), μ = dynamic viscosity (Pa·s), ν = kinematic viscosity (m²/s); dimensionless
DP meter (general): Q = C_d · A₂ · √(2ΔP/ρ) / √(1 − β⁴) = C_d · E · A₂ · √(2ΔP/ρ)
C_d = discharge coefficient, A₂ = throat/bore area (m²), ΔP = p₁ − p₂ (Pa), β = d/D, E = 1/√(1 − β⁴) = velocity-of-approach factor
Compressible service: ṁ = C_d · Y · E · A₂ · √(2ΔP·ρ₁)
Y (or ε) = expansibility factor, <1 for gases and = 1 for liquids; ρ₁ = upstream density (kg/m³)
Manometer head: ΔP = (ρ_m − ρ_f) g h → for a venturi, h_equivalent = h(ρ_m/ρ_f − 1)
ρ_m = manometer fluid density, ρ_f = flowing fluid density (kg/m³), h = manometer deflection (m), g = 9.81 m/s²
Pitot tube: v = C_p √(2ΔP/ρ) ; for a gas with manometer, ΔP = ρ_m g h
C_p = pitot coefficient ≈ 0.98–1.0
Square-root relationship: Q/Q_max = √(ΔP/ΔP_max) → %flow = √(%DP) × 100
Vortex meter: f = St · v / d ; Q = A·v = A·f·d/St ; K-factor = pulses per unit volume
f = shedding frequency (Hz), St = Strouhal number ≈ 0.2, d = bluff-body width (m)
Magnetic flowmeter: E = B·D·v → Q = (π D² /4)·E/(B·D) = πDE/(4B)
E = induced emf (V), B = flux density (T), D = electrode spacing ≈ pipe bore (m)
Turbine meter: Q = f / K
f = pulse frequency (Hz or pulses/s), K = K-factor (pulses per litre or per m³)
Rotameter density correction: Q_actual = Q_scale · √(ρ_cal (ρ_f − ρ_act)) / √(ρ_act (ρ_f − ρ_cal))
ρ_f = float density, ρ_cal = calibration fluid density, ρ_act = actual fluid density (kg/m³)
Weirs: rectangular Q = (2/3)·C_d·√(2g)·L·H1.5 ; V-notch Q = (8/15)·C_d·√(2g)·tan(θ/2)·H2.5
L = crest length (m), H = head over crest (m), θ = notch angle

Example 1 — Orifice plate on a water line. Water (ρ = 1,000 kg/m³) flows in a 100 mm pipe through a 50 mm concentric orifice, C_d = 0.61, measured ΔP = 40 kPa. Find Q and ṁ.

Example 2 — Venturimeter with a mercury manometer. A venturimeter, 200 mm inlet × 100 mm throat, C_d = 0.98, carries water; mercury deflection h = 180 mm (ρ_Hg = 13,600 kg/m³).

Example 3 — Square-root extraction and low-flow error. A DP transmitter is ranged 0–2,500 mmH₂O for 0–100 m³/h.

Example 4 — Magnetic flowmeter output. A magmeter of bore 80 mm, flux density B = 0.05 T, produces E = 1.6 mV.

Example 5 — Vortex meter and K-factor. A vortex meter in a 100 mm line has a bluff body d = 25 mm, St = 0.2, and outputs 48 Hz.

MeterPrincipleTypical accuracyTurndownPressure lossBest forAvoid when
Orifice plateDP, Bernoulli1–2% FS4:1HighClean gas/liquid/steam, cheap and universalLow flow, slurries, tight loss budget
VenturimeterDP, gradual0.5–1% rate4:1Low (~10%)Large water mains, raw waterSpace and budget tight
Flow nozzleDP1–2%4:1MediumHigh-velocity steam, high temperatureViscous or dirty fluids
RotameterVariable area1–2% FS10:1LowLocal indication, purge, lab rigsOpaque/dirty fluid, remote output
PD meterTrapped volume0.2–0.5%10:1+MediumBilling, viscous oils, fuel dispensingSolids, very high flow
TurbineRotor speed0.25–0.5% rate10:1MediumHydrocarbon custody transferDirty, non-lubricating, slug flow
MagneticFaraday's law0.2–0.5% rate30:1NoneWater, sewage, slurries, acidsNon-conductive fluids, gases
UltrasonicTransit time/Doppler0.5–2%50:1NoneRetrofit, large pipes, clamp-on surveysAir pockets, badly scaled pipes
VortexVon Kármán shedding0.75–1.5% rate20:1Medium-lowSteam and gas, no moving partsLow Re, pipe vibration, two-phase
CoriolisCoriolis force0.1–0.5% rate100:1Low-mediumMass flow and density, dosing, billingTight budget, very large lines, entrained gas

Where it is used

Interview questions

Common mistakes

Related topics

Pressure measurement · Transducers and sensors basics · Level measurement · Temperature measurement · Final control elements and control valves · Process control loops and DCS/SCADA

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