CHE 318 Lecture 11

Unsteady State Mass Transfer

Dr. Tian Tian

2026-01-28

Recap

  • Step-by-step solution to U.S.S. evaporation through stagnant air
  • Mass balance & flux analysis for catalyst on wall system

Learning Outcomes

After today’s lecture, you will be able to:

  • Derive mass balance and flux with reaction terms
  • Identify B.C. and I.C. for reaction-related problems
  • Apply simplifications for U.S.S. problems with generation terms

U.S.S Example 2: Transport Through A Reactive Wall

Question: A gas mixture of CO\(_2\) (A) in argon (B) is flown through a cylindrical pipe of diameter \(D\) and length \(L\) with constant velocity \(v_m\). The pipe is covered with a porous material to absorb CO\(_2\). The porous material is coated uniformed on the inner wall of the pipe. While A is flowing through the pipe, it is being absorbed by a first-order reaction

\[ r_A = k(c_{A,s} - c_A) \]

Where \(c_{A, s}\) is the surface concentration on the absorbing material and \(c_A\) is the conentration of A in the gas mixture. We assume the concentration \(c_A(z)\) in the gas phase is uniform in the radial direction. The total pressure \(p_T\) and temperature \(T\) are both kept constant.

Can you estimate the concentration of CO\(_2\) at the end of the pipe?

Step 1: Mass Balance

Consider a differential gas-phase control volume of thickness \(\Delta z\) that intersects the catalytic wall.

\[\begin{align} \text{In} - \text{Out} + \text{Generation} &= \text{Accumulation} \\ \\ \frac{\pi D^2}{4} \left( N_A\big|_{z} - N_A\big|_{z+\Delta z} \right) + \pi D\,\Delta z\,k\,(c_{A,s}-c_A) &= \frac{\pi D^2}{4}\, \frac{\partial C_A}{\partial t} \\ -\frac{\partial N_A}{\partial z} + \frac{4k}{D}\,(c_{A,s}-c_A) = \frac{\partial c_A}{\partial t} \end{align}\]

Step 2: Coupling With Flux Equation

Use the convection–diffusion flux (constant \(v_m\)):

\[\begin{align} N_A = -\,D_{AB}\,\frac{\partial c_A}{\partial z} + c_A\,v_m \end{align}\]

When \(v_m\) is constant, differentiate over \(N_A\) becomes:

\[\begin{align} \frac{\partial N_A}{\partial z} = -\,D_{AB}\,\frac{\partial^2 c_A}{\partial z^2} + v_m\,\frac{\partial c_A}{\partial z} \qquad (v_m=\text{const}) \end{align}\]

Step 3: General Equation for M.T + Surface Reaction

\[\begin{align} \frac{\partial c_A}{\partial t} &= -\left( -\,D_{AB}\,\frac{\partial^2 c_A}{\partial z^2} + v_m\,\frac{\partial c_A}{\partial z} \right) + \frac{4k'}{D}\,(c_{A,s}-c_A) \\ &= D_{AB}\,\frac{\partial^2 c_A}{\partial z^2} - v_m\,\frac{\partial c_A}{\partial z} + \frac{4k}{D}\,(c_{A,s}-c_A) \end{align}\]

Need:

  • initial condition \(c_A(z,0)\)
  • boundary conditions at \(z=0\) and \(z=L\)

Solve:

  • analytical (special cases)
  • numerical integration (finite difference)

Simplifications for Solving U.S.S. Problems

We can make some assumptions that do not have significant impact on the results:

  • Assumption 1: convection \(\gg\) diffusion
    • We can write \(D_{AB} \frac{\partial^2 c_A}{\partial z^2} \approx 0\)
    • Only need \(v_m\) to solve the U.S.S. problem
    • Typically tolerable error in industrial pipes
  • Asumption 2: system close to steady state
    • U.S.S –> S.S.? Just let \(\partial c_A/\partial t = 0\)
    • Can compare with other S.S. solutions!

Solutions to Simplified U.S.S. Governing Equations

After removing the \(\partial c_A/\partial t\) and \(D_{AB} \frac{\partial^2 c_A}{\partial z^2}\) terms, we have

\[\begin{align} \frac{4k}{D}\left(c_{A,s}-c_A\right) &= v_m \frac{dc_A}{dz} \\ \int_0^z \frac{4k}{D v_m} dz &= \int_{c_{Ai}}^{c_A} \frac{dc_A}{c_{A,s}-c_A} \\ \frac{4k}{D v_m} z &= -\ln\!\left(\frac{c_{A,s}-c_A(z)}{c_{A,s}-c_{A0}}\right) \end{align}\]

We get \(c_A(z)\) profile, where \(c_{A0}=c_{A}(z=0)\)

\[\begin{align} c_A(z) = c_{A,s} -\left(c_{A,s} - c_{A0}\right) \exp\!\left(-\frac{4k}{D v_m} z\right) \end{align}\]

Interpretation of \(c_A(z)\) Profile

For this problem, because the surface reaction occurs, we no longer have a linear \(c_A\) profile. It decays with a length scale of \(D v_m / 4k\).

  • At the exit of the pipe, concentration of \(c_A(L)\) is no less than \(c_{A, s}\)!
  • Decay length \(L_{d} \approx \frac{D v_m}{4k}\)
  • Faster flushing 👉 incomplete absorption
  • Is \(N_A\) constant inside the tube?
  • What is the unit of \(k\) in this case?

We will investigate these questions in the second half of the course!

Case 3: Catalytic Conversion of D → E (1D, Steady State)

Question: A binary gas mixture containing species D and E occupies a stagnant gas film of thickness \(L\) in the \(z\)-direction. At \(z=0\), the gas is in contact with a solid catalyst surface that instantaneously and completely converts D to E. At \(z=L\), the gas composition is maintained at known values. Assumpt constant \(T\) and total pressure \(p_T\) and 100% conversion rate. The reaction between D and E follows: \[ m \text{D} \rightarrow n \text{E} \]

Develop the governing differential equation for \(N_D\) and \(c_D\) the molar flux of species D in the gas phase at steady state.

Step 1: Mass Balance

At anywhere outside the boundary, we have:

\[\begin{align} \text{[In]} - \text{[Out]} + \text{[Gen]} &= \text{[Acc]} \\ -\frac{\partial N_D}{\partial z} + 0 &= \frac{\partial c_D}{\partial t} \end{align}\]
  • Catalyst at the bottom of the reactor 👉 [Gen] = 0
  • How do we get the boundary condition?

Step 2: Flux Equation

The reaction at the bottom catalyst is very fast, we can use the “general case” flux equation

\[\begin{align} N_D = -D_{DE} \frac{\partial c_D}{\partial z} + \frac{c_D}{c_T} (N_D + N_E) \end{align}\]
  • How do we get relation between \(N_D\) and \(N_E\)?
  • What are the boundary conditions?

Diffusion-Controlled Reaction: Explanations

In this system we have two conditions instantaneous and complete reaction. They have distinct meanings

  • Instantaneous: the reaction rate at the boundary does not depend on the actual concentration, but rather what ever molar flux is at that interface (diffusion-controlled)
    • Often we will have \(c_{D, z=0} = 0\) (all D at interface consumed instantly)
  • Complete: the conversion between D and E occur 100%, meaning the fluxes of D and E follow stoichiometry
    • Stoichiometry: \(m D \rightarrow n E\)
    • Flux continuity \(N_D / m + N_E / n = 0\)

Step 3: Conditions And Solutions

We have in general \(N_D / m = - N_E / n\)

\[\begin{align} -\frac{\partial }{\partial z} \left[ -D_{DE} \frac{\partial c_D}{\partial z} + \frac{c_D}{c_T} (N_D + N_E) \right] &= \frac{\partial c_D}{\partial t} \\ -\frac{\partial }{\partial z} \left[ -D_{DE} \frac{\partial c_D}{\partial z} + \frac{c_D}{c_T} N_D (1 - \frac{n}{m}) \right] &= \frac{\partial c_D}{\partial t} \end{align}\]

At steady state, we have

N_D = \left[-\frac{D_{DE}}{1 - \frac{c_D}{c_T} (1 - \frac{n}{m})}\right]{d c_D}{dz}

The steady state solution can be easily integrated

Catalyst In Wall: Simulation Demo

A slighted adapted demo from lecture 3 (\(x_A\) profile). Can we modify the molar flux by interface reaction stoichiometry?

Conclusion of Unsteady State Mass Transport

We will cover until this point in the mid-term exam!

To solve unsteady and steady state problem, use the following steps:

  1. Draw scheme and list physical quantities / conditions
  2. Write mass balance equation
  3. Is it steady-state or unsteady-state?
  4. If unsteady state, write flux equation in differential form
  5. If steady state, use one of the solution examples
  6. Do integration / calculation

Summary

  • Writing mass balance equation for unsteady state problems
  • Apply conditions for reaction
  • Apply conditions for fluxes

Summary

  • Unsteady state mass transfer governing equation
  • Step-by-step solution to diffusion through stagnant B
  • Diffusion and reaction system setup