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Formula Sheet: Transient Systems

Lumped Capacitance Analysis

Biot Number

The Biot number (Bi) determines the applicability of lumped capacitance analysis:

\[\text{Bi} = \frac{hL_c}{k}\]
  • h = convective heat transfer coefficient (W/m²·K or Btu/hr·ft²·°F)
  • Lc = characteristic length (m or ft)
  • k = thermal conductivity of the solid (W/m·K or Btu/hr·ft·°F)

Characteristic Length:

\[L_c = \frac{V}{A_s}\]
  • V = volume of the solid (m³ or ft³)
  • As = surface area of the solid (m² or ft²)

Decision Rule: Lumped capacitance analysis is valid when Bi <>. This indicates negligible internal temperature gradients.

Lumped Capacitance Temperature Response

General transient temperature equation:

\[\frac{T(t) - T_\infty}{T_i - T_\infty} = e^{-\frac{t}{\tau}}\]
  • T(t) = temperature at time t (K or °F)
  • T = ambient or fluid temperature (K or °F)
  • Ti = initial temperature (K or °F)
  • t = time (s or hr)
  • τ = time constant (s or hr)

Time Constant:

\[\tau = \frac{\rho V c_p}{hA_s} = \frac{\rho c_p L_c}{h}\]
  • ρ = density of the solid (kg/m³ or lbm/ft³)
  • cp = specific heat capacity (J/kg·K or Btu/lbm·°F)
  • V = volume (m³ or ft³)
  • As = surface area (m² or ft²)

Alternative form with time constant:

\[T(t) = T_\infty + (T_i - T_\infty)e^{-t/\tau}\]

Heat Transfer in Lumped Systems

Instantaneous heat transfer rate:

\[q(t) = hA_s[T(t) - T_\infty] = hA_s(T_i - T_\infty)e^{-t/\tau}\]
  • q(t) = heat transfer rate at time t (W or Btu/hr)

Total energy transferred from time 0 to t:

\[Q = \rho V c_p (T_i - T(t)) = mc_p(T_i - T(t))\]
  • Q = total energy transferred (J or Btu)
  • m = mass of the solid (kg or lbm)

Maximum possible energy transfer (as t → ∞):

\[Q_{max} = \rho V c_p (T_i - T_\infty) = mc_p(T_i - T_\infty)\]

Semi-Infinite Solid Analysis

Applicability

A semi-infinite solid is applicable when:

  • The solid extends to infinity in one or more directions
  • Temperature changes have not penetrated significantly into the solid
  • The boundary opposite the heated/cooled surface remains at initial temperature

Temperature Distribution - Constant Surface Temperature

For sudden change to constant surface temperature Ts:

\[\frac{T(x,t) - T_i}{T_s - T_i} = \text{erfc}\left(\frac{x}{2\sqrt{\alpha t}}\right) = 1 - \text{erf}\left(\frac{x}{2\sqrt{\alpha t}}\right)\]
  • T(x,t) = temperature at position x and time t (K or °F)
  • Ts = constant surface temperature (K or °F)
  • Ti = initial uniform temperature (K or °F)
  • x = distance from the surface (m or ft)
  • α = thermal diffusivity (m²/s or ft²/hr)
  • erf = error function
  • erfc = complementary error function = 1 - erf

Thermal diffusivity:

\[\alpha = \frac{k}{\rho c_p}\]
  • k = thermal conductivity (W/m·K or Btu/hr·ft·°F)
  • ρ = density (kg/m³ or lbm/ft³)
  • cp = specific heat (J/kg·K or Btu/lbm·°F)

Heat Flux - Constant Surface Temperature

Surface heat flux:

\[q''_s(t) = \frac{k(T_s - T_i)}{\sqrt{\pi \alpha t}}\]
  • q''s(t) = surface heat flux at time t (W/m² or Btu/hr·ft²)

Total energy transferred per unit area from time 0 to t:

\[Q'' = 2k(T_s - T_i)\sqrt{\frac{t}{\pi \alpha}}\]
  • Q'' = energy per unit area (J/m² or Btu/ft²)

Temperature Distribution - Constant Surface Heat Flux

For constant surface heat flux q''s:

\[T(x,t) - T_i = \frac{q''_s}{k}\left[2\sqrt{\frac{\alpha t}{\pi}}\exp\left(-\frac{x^2}{4\alpha t}\right) - x\cdot\text{erfc}\left(\frac{x}{2\sqrt{\alpha t}}\right)\right]\]

Surface temperature (x = 0):

\[T_s(t) - T_i = \frac{2q''_s\sqrt{\alpha t}}{\sqrt{\pi}k}\]

Temperature Distribution - Convection Boundary

For convection at surface with fluid at T:

\[\frac{T(x,t) - T_i}{T_\infty - T_i} = \text{erfc}\left(\frac{x}{2\sqrt{\alpha t}}\right) - \exp\left(\frac{hx}{k} + \frac{h^2\alpha t}{k^2}\right)\text{erfc}\left(\frac{x}{2\sqrt{\alpha t}} + \frac{h\sqrt{\alpha t}}{k}\right)\]

Surface temperature (x = 0):

\[\frac{T_s(t) - T_i}{T_\infty - T_i} = 1 - \exp\left(\frac{h^2\alpha t}{k^2}\right)\text{erfc}\left(\frac{h\sqrt{\alpha t}}{k}\right)\]

Surface heat flux:

\[q''_s(t) = h(T_\infty - T_i)\exp\left(\frac{h^2\alpha t}{k^2}\right)\text{erfc}\left(\frac{h\sqrt{\alpha t}}{k}\right)\]

One-Dimensional Transient Conduction - Exact Solutions

Fourier Number

The Fourier number (Fo) is a dimensionless time parameter:

\[\text{Fo} = \frac{\alpha t}{L^2}\]
  • α = thermal diffusivity (m²/s or ft²/hr)
  • t = time (s or hr)
  • L = characteristic length (m or ft)

Interpretation: Fo represents the ratio of heat conduction rate to thermal energy storage rate.

General Solution Form

For plane wall, cylinder, or sphere with convection boundary:

\[\theta^* = \frac{T(x,t) - T_\infty}{T_i - T_\infty} = \sum_{n=1}^{\infty} C_n \exp(-\lambda_n^2 \text{Fo}) \cdot f_n(x^*)\]
  • θ* = dimensionless temperature
  • Cn = coefficient dependent on eigenvalue
  • λn = eigenvalues (roots of transcendental equation)
  • fn(x*) = spatial function (sine, Bessel, etc.)
  • x* = dimensionless position

One-Term Approximation (Fo > 0.2)

For Fo > 0.2, the infinite series can be approximated by the first term:

\[\theta^* = C_1 \exp(-\lambda_1^2 \text{Fo}) \cdot f_1(x^*)\]

This approximation is typically accurate within a few percent.

Plane Wall (Slab)

Geometry: Thickness 2L, symmetric cooling/heating from both sides

Dimensionless temperature:

\[\theta^* = \frac{T(x,t) - T_\infty}{T_i - T_\infty} = C_1 \exp(-\lambda_1^2 \text{Fo}) \cos(\lambda_1 x^*)\]
  • x* = x/L (dimensionless position, -1 ≤ x* ≤ 1)
  • L = half-thickness of the slab (m or ft)

Centerline temperature (x = 0):

\[\theta_0^* = \frac{T_0 - T_\infty}{T_i - T_\infty} = C_1 \exp(-\lambda_1^2 \text{Fo})\]

Temperature at any position:

\[\frac{T(x,t) - T_\infty}{T_0 - T_\infty} = \cos(\lambda_1 x^*)\]

Eigenvalue equation:

\[\lambda_1 \tan(\lambda_1) = \text{Bi}\]
  • Bi = hL/k (Biot number based on half-thickness)

Coefficient C1:

\[C_1 = \frac{4\sin(\lambda_1)}{2\lambda_1 + \sin(2\lambda_1)}\]

Infinite Cylinder

Geometry: Radius ro, radial conduction only

Dimensionless temperature:

\[\theta^* = \frac{T(r,t) - T_\infty}{T_i - T_\infty} = C_1 \exp(-\lambda_1^2 \text{Fo}) J_0(\lambda_1 r^*)\]
  • r* = r/ro (dimensionless radial position, 0 ≤ r* ≤ 1)
  • ro = outer radius (m or ft)
  • J0 = Bessel function of the first kind, order zero

Centerline temperature (r = 0):

\[\theta_0^* = \frac{T_0 - T_\infty}{T_i - T_\infty} = C_1 \exp(-\lambda_1^2 \text{Fo})\]

Temperature at any radius:

\[\frac{T(r,t) - T_\infty}{T_0 - T_\infty} = J_0(\lambda_1 r^*)\]

Eigenvalue equation:

\[\lambda_1 \frac{J_1(\lambda_1)}{J_0(\lambda_1)} = \text{Bi}\]
  • Bi = hro/k (Biot number based on radius)
  • J1 = Bessel function of the first kind, order one

Coefficient C1:

\[C_1 = \frac{2J_1(\lambda_1)}{\lambda_1[J_0^2(\lambda_1) + J_1^2(\lambda_1)]}\]

Sphere

Geometry: Radius ro

Dimensionless temperature:

\[\theta^* = \frac{T(r,t) - T_\infty}{T_i - T_\infty} = C_1 \exp(-\lambda_1^2 \text{Fo}) \frac{\sin(\lambda_1 r^*)}{\lambda_1 r^*}\]
  • r* = r/ro (dimensionless radial position, 0 ≤ r* ≤ 1)
  • ro = outer radius (m or ft)

Center temperature (r = 0):

\[\theta_0^* = \frac{T_0 - T_\infty}{T_i - T_\infty} = C_1 \exp(-\lambda_1^2 \text{Fo})\]

Temperature at any radius:

\[\frac{T(r,t) - T_\infty}{T_0 - T_\infty} = \frac{\sin(\lambda_1 r^*)}{\lambda_1 r^*}\]

Eigenvalue equation:

\[1 - \lambda_1 \cot(\lambda_1) = \text{Bi}\]
  • Bi = hro/k (Biot number based on radius)

Coefficient C1:

\[C_1 = \frac{4[\sin(\lambda_1) - \lambda_1\cos(\lambda_1)]}{2\lambda_1 - \sin(2\lambda_1)}\]

Total Energy Transfer

Dimensionless energy transfer for all three geometries:

\[\frac{Q}{Q_0} = 1 - \frac{Q_{max} - Q}{Q_{max}} = 1 - \theta_0^* \cdot S\]
  • Q = energy transferred up to time t (J or Btu)
  • Q0 or Qmax = maximum possible energy transfer = ρVcp(Ti - T)
  • S = shape factor for energy

Shape factors (one-term approximation):

  • Plane wall: \(S = \frac{\sin(\lambda_1)}{\lambda_1}\)
  • Infinite cylinder: \(S = \frac{2J_1(\lambda_1)}{\lambda_1}\)
  • Sphere: \(S = 3\frac{\sin(\lambda_1) - \lambda_1\cos(\lambda_1)}{\lambda_1^3}\)

Multidimensional Systems - Product Solution

Product Solution Method

For multidimensional geometries formed by intersection of one-dimensional solutions:

The dimensionless temperature is the product of the corresponding one-dimensional solutions.

Two-Dimensional Systems

Infinite rectangular bar (plane wall × plane wall):

\[\theta^*(x,y,t) = \theta^*_{wall,x}(x,t) \cdot \theta^*_{wall,y}(y,t)\]

Semi-infinite cylinder (infinite cylinder × plane wall):

\[\theta^*(r,x,t) = \theta^*_{cyl}(r,t) \cdot \theta^*_{wall}(x,t)\]

Three-Dimensional Systems

Rectangular parallelepiped (plane wall × plane wall × plane wall):

\[\theta^*(x,y,z,t) = \theta^*_{wall,x}(x,t) \cdot \theta^*_{wall,y}(y,t) \cdot \theta^*_{wall,z}(z,t)\]

Short cylinder (infinite cylinder × plane wall):

\[\theta^*(r,x,t) = \theta^*_{cyl}(r,t) \cdot \theta^*_{wall}(x,t)\]
  • Infinite cylinder solution in radial direction
  • Plane wall solution in axial direction (thickness 2L)

Energy Transfer in Multidimensional Systems

For two-dimensional systems:

\[\frac{Q}{Q_{max}} = \left(\frac{Q}{Q_{max}}\right)_1 + \left(\frac{Q}{Q_{max}}\right)_2 \left[1 - \left(\frac{Q}{Q_{max}}\right)_1\right]\]

For three-dimensional systems:

\[\frac{Q}{Q_{max}} = \left(\frac{Q}{Q_{max}}\right)_1 + \left(\frac{Q}{Q_{max}}\right)_2 \left[1 - \left(\frac{Q}{Q_{max}}\right)_1\right] + \left(\frac{Q}{Q_{max}}\right)_3 \left[1 - \left(\frac{Q}{Q_{max}}\right)_1\right]\left[1 - \left(\frac{Q}{Q_{max}}\right)_2\right]\]

Where subscripts 1, 2, 3 refer to the individual one-dimensional geometries comprising the multidimensional system.

Transient Conduction with Heat Generation

Plane Wall with Uniform Heat Generation

Energy balance equation:

\[\rho c_p \frac{\partial T}{\partial t} = k\frac{\partial^2 T}{\partial x^2} + \dot{q}'''\]
  • q̇''' = volumetric heat generation rate (W/m³ or Btu/hr·ft³)

Steady-state temperature distribution (symmetric, thickness 2L):

\[T(x) = T_s + \frac{\dot{q}'''L^2}{2k}\left[1 - \left(\frac{x}{L}\right)^2\right]\]
  • Ts = surface temperature (K or °F)
  • x = distance from centerline (m or ft)
  • L = half-thickness (m or ft)

Maximum temperature (at centerline, x = 0):

\[T_{max} = T_s + \frac{\dot{q}'''L^2}{2k}\]

Cylinder with Uniform Heat Generation

Steady-state radial temperature distribution:

\[T(r) = T_s + \frac{\dot{q}'''r_o^2}{4k}\left[1 - \left(\frac{r}{r_o}\right)^2\right]\]
  • r = radial position (m or ft)
  • ro = outer radius (m or ft)

Maximum temperature (at centerline, r = 0):

\[T_{max} = T_s + \frac{\dot{q}'''r_o^2}{4k}\]

Sphere with Uniform Heat Generation

Steady-state radial temperature distribution:

\[T(r) = T_s + \frac{\dot{q}'''r_o^2}{6k}\left[1 - \left(\frac{r}{r_o}\right)^2\right]\]

Maximum temperature (at center, r = 0):

\[T_{max} = T_s + \frac{\dot{q}'''r_o^2}{6k}\]

Numerical Methods for Transient Conduction

Finite Difference Formulation - Explicit Method

One-dimensional transient heat conduction (interior node):

\[\frac{T_m^{p+1} - T_m^p}{\Delta t} = \alpha \frac{T_{m+1}^p - 2T_m^p + T_{m-1}^p}{(\Delta x)^2}\]
  • Tmp = temperature at node m and time step p
  • Δt = time step (s or hr)
  • Δx = spatial step (m or ft)

Rearranged for explicit solution:

\[T_m^{p+1} = \text{Fo}(T_{m+1}^p + T_{m-1}^p) + (1 - 2\text{Fo})T_m^p\]

Where Fo = αΔt/(Δx)²

Stability Criterion - Explicit Method

For one-dimensional explicit finite difference:

\[\text{Fo} = \frac{\alpha \Delta t}{(\Delta x)^2} \leq \frac{1}{2}\]

This ensures numerical stability. Violation leads to divergent, non-physical solutions.

Maximum allowable time step:

\[\Delta t \leq \frac{(\Delta x)^2}{2\alpha}\]

Finite Difference - Surface Node with Convection

Energy balance at surface node (m = 0) with convection:

\[\rho c_p \frac{\Delta x}{2} \frac{T_0^{p+1} - T_0^p}{\Delta t} = k\frac{T_1^p - T_0^p}{\Delta x} + h(T_\infty - T_0^p)\]

Rearranged for explicit solution:

\[T_0^{p+1} = 2\text{Fo}(T_1^p + \text{Bi} \cdot T_\infty) + (1 - 2\text{Fo} - 2\text{Fo} \cdot \text{Bi})T_0^p\]
  • Bi = hΔx/k

Stability criterion for surface node:

\[\text{Fo}(1 + \text{Bi}) \leq \frac{1}{2}\]

Implicit Method (Fully Implicit)

Interior node formulation:

\[-\text{Fo} \cdot T_{m-1}^{p+1} + (1 + 2\text{Fo})T_m^{p+1} - \text{Fo} \cdot T_{m+1}^{p+1} = T_m^p\]

This method is unconditionally stable for all values of Fo, but requires solving a system of simultaneous equations at each time step.

Crank-Nicolson Method

Average of explicit and implicit methods:

\[T_m^{p+1} = T_m^p + \frac{\text{Fo}}{2}\left[(T_{m+1}^{p+1} - 2T_m^{p+1} + T_{m-1}^{p+1}) + (T_{m+1}^p - 2T_m^p + T_{m-1}^p)\right]\]

This method is also unconditionally stable and generally more accurate than purely explicit or implicit methods.

Transient Diffusion in Binary Systems

Fick's Second Law

Unsteady-state diffusion equation:

\[\frac{\partial C_A}{\partial t} = D_{AB}\frac{\partial^2 C_A}{\partial x^2}\]
  • CA = concentration of species A (kmol/m³ or lb-mol/ft³)
  • t = time (s or hr)
  • DAB = mass diffusivity of A in B (m²/s or ft²/hr)
  • x = position (m or ft)

Note: This equation is mathematically analogous to the heat conduction equation, allowing use of identical solutions with appropriate substitutions.

Analogy Between Heat and Mass Transfer

Parameter correspondence:

  • Temperature T ↔ Concentration CA
  • Thermal diffusivity α ↔ Mass diffusivity DAB
  • Thermal conductivity k ↔ DAB
  • Convective heat transfer coefficient h ↔ Mass transfer coefficient kc

Semi-Infinite Medium - Mass Transfer

Constant surface concentration:

\[\frac{C_A(x,t) - C_{A,i}}{C_{A,s} - C_{A,i}} = \text{erfc}\left(\frac{x}{2\sqrt{D_{AB}t}}\right)\]
  • CA,i = initial uniform concentration
  • CA,s = constant surface concentration

Surface mass flux:

\[n''_{A,s}(t) = \frac{D_{AB}(C_{A,s} - C_{A,i})}{\sqrt{\pi D_{AB}t}}\]
  • n''A,s = mass flux of species A at surface (kmol/m²·s or lb-mol/ft²·hr)

Penetration Depth

Thermal penetration depth (approximate):

\[\delta_t \approx 2\sqrt{\alpha t}\]

Mass transfer penetration depth (approximate):

\[\delta_m \approx 2\sqrt{D_{AB}t}\]

These represent the approximate distance to which temperature or concentration changes have penetrated into the medium.

Special Cases and Applications

Periodic Heating/Cooling

Surface temperature variation:

\[T_s(t) = T_m + T_a\sin(\omega t)\]
  • Tm = mean surface temperature (K or °F)
  • Ta = amplitude of temperature variation (K or °F)
  • ω = angular frequency = 2π/τp (rad/s)
  • τp = period of oscillation (s)

Temperature response in semi-infinite medium:

\[T(x,t) = T_m + T_a e^{-x\sqrt{\omega/(2\alpha)}}\sin\left(\omega t - x\sqrt{\frac{\omega}{2\alpha}}\right)\]

Thermal wave characteristics:

  • Attenuation: Amplitude decreases exponentially with depth
  • Phase lag: Temperature variations lag behind surface by time \(\Delta t = x\sqrt{\frac{1}{2\alpha\omega}}\)

Contact Between Two Semi-Infinite Solids

Interface temperature when two semi-infinite solids at different initial temperatures TA,i and TB,i are brought into contact:

\[T_{interface} = \frac{\sqrt{k_A\rho_A c_{p,A}} \cdot T_{A,i} + \sqrt{k_B\rho_B c_{p,B}} \cdot T_{B,i}}{\sqrt{k_A\rho_A c_{p,A}} + \sqrt{k_B\rho_B c_{p,B}}}\]

Or equivalently:

\[T_{interface} = \frac{(k\rho c_p)_A^{1/2} T_{A,i} + (k\rho c_p)_B^{1/2} T_{B,i}}{(k\rho c_p)_A^{1/2} + (k\rho c_p)_B^{1/2}}\]
  • (kρcp)1/2 = thermal effusivity or thermal inertia

Time to Reach Specific Temperature

For lumped capacitance systems, time to reach temperature T:

\[t = -\tau \ln\left(\frac{T - T_\infty}{T_i - T_\infty}\right)\]

For one-dimensional systems using charts/tables (Fo > 0.2):

  1. Calculate Biot number
  2. Determine desired dimensionless temperature θ*
  3. Use Heisler/Grober charts or tables to find Fourier number
  4. Calculate time: \(t = \frac{\text{Fo} \cdot L^2}{\alpha}\)
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