Reference ID: MET-3D87 | Process Engineering Reference Sheets Calculation Guide
Introduction & Context
A first-order system response describes how a temperature probe (or any thermal mass) follows a sudden change in the surrounding fluid temperature. In process engineering this is critical for selecting sensors, tuning control loops, and estimating measurement lags in heat-exchangers, reactors, and pipelines. The lumped-capacitance model—valid when internal temperature gradients are negligible—reduces the energy balance to a single exponential lag characterised by a time constant \( \tau \).
Methodology & Formulas
Geometry
Volume of cylindrical probe
\[ V = \pi \left( \frac{D}{2} \right)^2 L \]
Total heat-transfer area (lateral plus both ends)
\[ A = 2\pi \left( \frac{D}{2} \right) L + 2\pi \left( \frac{D}{2} \right)^2 \]
Characteristic length for conduction
\[ L_c = \frac{V}{A} \]
Biot number
Ratio of internal conduction resistance to external convection resistance
\[ \mathrm{Bi} = \frac{h\,L_c}{k} \]
Regime
Criterion
Lumped capacitance valid
\(\mathrm{Bi} < 0.1\)
Spatial temperature gradients significant
\(\mathrm{Bi} \geq 0.1\)
Time constant
Product of thermal capacitance and external resistance
\[ \tau = \frac{\rho\,V\,c}{h\,A} \]
The probe temperature evolves as
\[ \frac{T(t)-T_{\infty}}{T_0-T_{\infty}} = \exp\left(-\frac{t}{\tau}\right) \]
where \( T_0 \) is the initial probe temperature and \( T_{\infty} \) is the new fluid temperature.
Reynolds number
\[ \mathrm{Re} = \frac{u\,D}{\nu} \]
Flow regime
Re range
Laminar
\(\mathrm{Re} < 2300\)
Transitional
\(2300 \leq \mathrm{Re} < 4000\)
Turbulent
\(\mathrm{Re} \geq 4000\)
The convection coefficient \( h \) is usually obtained from empirical correlations that depend on \( \mathrm{Re} \) and \( \mathrm{Pr} \); check the correlation limits before use.
The time constant τ is the time it takes the process variable to reach 63.2% of its total change after a step change in the manipulated variable.
Record the initial steady-state value PV₀ and the final steady-state value PV∞.
Determine 63.2% of the total change: ΔPV63 = PV₀ + 0.632 × (PV∞ − PV₀).
Read the time at which the PV crosses ΔPV63; subtract the step initiation time to obtain τ.
Steady-state gain Kp relates the change in process output to the change in controller output.
Measure the total change in process variable ΔPV = PV∞ − PV₀.
Record the magnitude of the step change in controller output ΔOP.
Calculate Kp = ΔPV / ΔOP (use engineering units for both variables).
Use the analytical solution for a first-order step response:
PV(t) = PV₀ + Kp·ΔOP·(1 − e−t/τ)
Insert the known values of Kp, ΔOP, and τ.
Evaluate the exponential term for the desired time t.
Add the result to the initial value PV₀ to obtain the predicted PV(t).
A first-order system is considered settled within approximately 4τ.
At t = 3τ the response has reached 95% of the total change.
Therefore, 95% settling time tₛ ≈ 3τ for most regulatory tuning guidelines.
Worked Example – Verifying the Response Time of a Thermowell in a Warm-Water Line
A process engineer needs to confirm that a stainless-steel thermowell installed in a 0.15 m s-1 water line will reach 98% of a 40 °C → 80 °C step change within the plant’s 60 s alarm window. The following calculation checks the first-order time constant and the resulting 98% response time.
Knowns
Density, ρ = 8000 kg m-3
Specific heat, c = 500 J kg-1 K-1
Thermal conductivity, k = 16 W m-1 K-1
Outside diameter, OD = 0.006 m
Immersion length, L = 0.05 m
Water velocity, u = 0.15 m s-1
Initial water & probe temp, Tfluid,initial = Tprobe,initial = 40 °C
Final water temp, Tfluid,final = 80 °C
Convection coefficient, h = 400 W m-2 K-1
Kinematic viscosity water, ν = 6.58 × 10-7 m2 s-1
Prandtl number water, Pr = 4.34
Step-by-step calculation
Compute the wetted surface area of the thermowell tip (treated as a hemisphere plus cylinder, but for brevity we use the supplied value):
\[ A = 0.000999 \; \text{m}^2 \]
Compute the wetted volume:
\[ V = 1.414 \times 10^{-6} \; \text{m}^3 \]
Evaluate the Biot number to verify lumped-capacity validity:
\[ Bi = \frac{h \, L_c}{k} = \frac{400 \times 0.001415}{16} = 0.035 \]
Because \( Bi < 0.1 \), the lumped model is acceptable.
Determine the first-order time constant:
\[ \tau = \frac{\rho \, c \, V}{h \, A} = \frac{8000 \times 500 \times 1.414 \times 10^{-6}}{400 \times 0.000999} = 14.151 \; \text{s} \]
The thermowell reaches 98% of the 40 °C step in 55.4 s, which is within the 60 s alarm window. The design is therefore acceptable for the intended service.
"Un projet n'est jamais trop grand s'il est bien conçu."— André Citroën
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