/*! This file is auto-generated */ .wp-block-button__link{color:#fff;background-color:#32373c;border-radius:9999px;box-shadow:none;text-decoration:none;padding:calc(.667em + 2px) calc(1.333em + 2px);font-size:1.125em}.wp-block-file__button{background:#32373c;color:#fff;text-decoration:none} Problem 31 To enhance the effective surface... [FREE SOLUTION] | 91Ó°ÊÓ

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To enhance the effective surface, and hence the chemical reaction rate, catalytic surfaces often take the form of porous solids. One such solid may be visualized as consisting of a large number of cylindrical pores, each of diameter \(D\) and length \(L\). To enhance the effective surface, and hence the chemical reaction rate, catalytic surfaces often take the form of porous solids. One such solid may be visualized as consisting of a large number of cylindrical pores, each of diameter \(D\) and length \(L\). Consider conditions involving a gaseous mixture of \(\mathrm{A}\) and B for which species A is chemically consumed at the catalytic surface. The reaction is known to be first order, and the rate at which it occurs per unit area of the surface may be expressed as \(k_{1}^{\prime \prime} C_{\mathrm{A}}\), where \(k_{1}^{\prime \prime}(\mathrm{m} / \mathrm{s})\) is the reaction rate constant and \(C_{\mathrm{A}}\left(\mathrm{kmol} / \mathrm{m}^{3}\right)\) is the local molar concentration of species A. Under steadystate conditions, flow over the porous solid is known to maintain a fixed value of the molar concentration \(C_{\mathrm{A}, 0}\) at the pore mouth. Beginning from fundamentals, obtain the differential equation that governs the variation of \(C_{\mathrm{A}}\) with distance \(x\) along the pore. Applying appropriate boundary conditions, solve the equation to obtain an expression for \(C_{\mathrm{A}}(x)\).

Short Answer

Expert verified
The differential equation governing the variation of the concentration of species A along the pore is: \( D_A \frac{d^2 C_A}{dx^2} = k_1'' C_A \cdot 2 \pi r dr \) By applying the boundary conditions and solving the differential equation, the expression for the concentration of species A along the distance x inside the cylindrical pore is: \( C_A(x) = C_{A,0} e^{-\frac{k_1'' \cdot 2 \pi r dr}{D_A} \cdot x} \)

Step by step solution

01

Write the mass balance equation for the pore

Consider a small differential element of length dx along the pore. We will write a mass balance for species A over this element. The mass balance equation should account for the mole flow of A entering and leaving the differential element and the consumption of A due to the chemical reaction on the pore surface.
02

Write the mole flow rate expressions

The molar flow rate at a distance x will be F_A(x), and the molar flow rate at a distance (x+dx) will be F_A(x+dx). Now, write the differential equation combining the chemical reaction rate and the molar flow rates. \( - \frac{dF_A}{dx} = k_1'' C_A \cdot 2 \pi r dr \) where \(r = \frac{D}{2}\) is the radius of the pore.
03

Relate the molar flow rate to the molar concentration

The molar flow rate F_A(x) can be related to the molar concentration using Fick's first law of diffusion: \( F_A(x) = -D_A \frac{dC_A}{dx} \) where \(D_A\) is the diffusivity of species A. Now, substitute this expression into the mass balance equation we derived in Step 2: \( - \frac{d}{dx} \left(-D_A \frac{dC_A}{dx} \right) = k_1'' C_A \cdot 2 \pi r dr \)
04

Simplify the differential equation

Rearranging and simplifying the differential equation: \( D_A \frac{d^2 C_A}{dx^2} = k_1'' C_A \cdot 2 \pi r dr \) This is the differential equation governing the variation of \(C_A\) with distance x along the pore.
05

Apply boundary conditions and solve

To solve this equation, we need to apply the boundary conditions. The problem states that the molar concentration is maintained at a fixed value \( C_{A,0} \) at the pore mouth (x=0). Boundary conditions: 1. \( C_A(0) = C_{A,0} \) 2. \( C_A(L) \) (unknown) Solve the differential equation using these boundary conditions to obtain the expression for \( C_A(x) \): \( C_A(x) = C_{A,0} e^{-\frac{k_1'' \cdot 2 \pi r dr}{D_A} \cdot x} \) This is the expression for the concentration of species A along the distance x inside the cylindrical pore.

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Key Concepts

These are the key concepts you need to understand to accurately answer the question.

Porous Catalytic Surfaces
Porous catalytic surfaces play an essential role in enhancing chemical reactions. Imagine these surfaces as a network of tiny cylindrical tubes or pores. Each pore helps increase the overall surface area where reactions can occur. With a larger surface area, reactant molecules have more opportunities to be in contact with the catalyst.

Consider this setup like a busy city with multiple roads: the more roads there are, the easier it is for cars (or in this case, molecules) to keep moving and react. This structure is particularly useful in processes where species A (a reactant) is consumed as it moves through these pores. As a result, porous surfaces significantly boost reaction efficiency by optimizing the area available for reactions.
Fick's First Law of Diffusion
Fick's First Law of Diffusion is a fundamental principle explaining how molecules move in response to concentration gradients. It states that molecules naturally move from high-concentration areas to low-concentration areas in a medium. This movement continues until an equilibrium is reached. The law can be mathematically expressed as:

\[ F_A(x) = -D_A \frac{dC_A}{dx} \]

where:
  • \( F_A(x) \) is the molar flow rate of species A at a position \( x \).
  • \( D_A \) is the diffusion coefficient of species A.
  • \( \frac{dC_A}{dx} \) is the concentration gradient.
In the context of porous catalytic surfaces, Fick's First Law helps describe how species A diffuses along the pores. This diffusion is crucial because it allows the reactant to uniformly reach the entire catalytic surface, facilitating consistent and efficient reactions throughout the medium.
Mass Balance Equation
The mass balance equation is a crucial tool for understanding how material enters, reacts within, and exits a system. It ensures that the amount of a species entering a system, minus the amount leaving, equals the amount consumed or produced by reactions.

For a small segment of a catalytic pore, the mass balance equation forms the foundation for developing a differential equation. It's written by considering:
  • Moles of species A flowing into the section.
  • Moles flowing out.
  • Moles consumed in reactions.
The basic starting point is:

\[- \frac{dF_A}{dx} = k_1'' C_A \cdot 2 \pi r dr \]

This equation indicates that for a small differential segment \( dx \), the change in flow rate minus the consumption by reaction equals zero, representing conservation of mass. Understanding this principle is key for analyzing and predicting the behavior of reactants in complex catalytic systems.
Differential Equation for Concentration
Deriving a differential equation helps describe how the concentration of a species changes in a system. In this context, a differential equation is essential to model the concentration variation of species A along the length of a pore. The goal is to determine the concentration \( C_A \) as a function of distance \( x \).

Starting from the mass balance and its integration with Fick’s First Law, the equation becomes:

\[ D_A \frac{d^2 C_A}{dx^2} = k_1'' C_A \cdot 2 \pi r dr \]

Boundary conditions are crucial for solving this equation:
  • At the pore mouth (\( x = 0 \)), \( C_A = C_{A,0} \). This means the concentration is fixed at the start.
  • Appropriate conditions must be assumed or identified at \( x = L \).
This approach delivers a tailored solution detailing how concentration varies within the pore, aiding predictions of how reactants behave and optimize reaction conditions.

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Most popular questions from this chapter

Insulation degrades (experiences an increase in thermal conductivity) if it is subjected to water vapor condensation. The problem may occur in home insulation during cold periods, when vapor in a humidified room diffuses through the drywall (plaster board) and condenses in the adjoining insulation. Estimate the mass diffusion rate for a \(3 \mathrm{~m} \times 5 \mathrm{~m}\) wall, under conditions for which the vapor pressure is \(0.03\) bar in the room air and \(0.0\) bar in the insulation. The drywall is \(10 \mathrm{~mm}\) thick, and the solubility of water vapor in the wall material is approximately \(5 \times 10^{-3} \mathrm{kmol} / \mathrm{m}^{3}\) - bar. The binary diffusion coefficient for water vapor in the drywall is approximately \(10^{-9} \mathrm{~m}^{2} / \mathrm{s}\).

A solar pond operates on the principle that heat losses from a shallow layer of water, which acts as a solar absorber, may be minimized by establishing a stable vertical salinity gradient in the water. In practice such a condition may be achieved by applying a layer of pure salt to the bottom and adding an overlying layer of pure water. The salt enters into solution at the bottom and is transferred through the water layer by diffusion, thereby establishing salt-stratified conditions. As a first approximation, the total mass density \(\rho\) and the diffusion coefficient for salt in water \(\left(D_{\mathrm{AB}}\right)\) may be assumed to be constant, with \(D_{\mathrm{AB}}=1.2 \times 10^{-9} \mathrm{~m}^{2} / \mathrm{s}\). (a) If a saturated density of \(\rho_{\mathrm{A}, s}\) is maintained for salt in solution at the bottom of the water layer of thickness \(L=1 \mathrm{~m}\), how long will it take for the mass density of salt at the top of the layer to reach \(25 \%\) of saturation? (b) In the time required to achieve \(25 \%\) of saturation at the top of the layer, how much salt is transferred from the bottom into the water per unit surface area \(\left(\mathrm{kg} / \mathrm{m}^{2}\right)\) ? The saturation density of salt in solution is \(\rho_{A, s}=380 \mathrm{~kg} / \mathrm{m}^{3}\). (c) If the bottom is depleted of salt at the time that the salt density reaches \(25 \%\) of saturation at the top, what is the final (steady-state) density of the salt at the bottom? What is the final density of the salt at the top?

A thin plastic membrane is used to separate helium from a gas stream. Under steady-state conditions the concentration of helium in the membrane is known to be \(0.02\) and \(0.005 \mathrm{kmol} / \mathrm{m}^{3}\) at the inner and outer surfaces, respectively. If the membrane is \(1 \mathrm{~mm}\) thick and the binary diffusion coefficient of helium with respect to the plastic is \(10^{-9} \mathrm{~m}^{2} / \mathrm{s}\), what is the diffusive flux?

A large sheet of material \(40 \mathrm{~mm}\) thick contains dissolved hydrogen \(\left(\mathrm{H}_{2}\right)\) having a uniform concentration of \(3 \mathrm{kmol} / \mathrm{m}^{3}\). The sheet is exposed to a fluid stream that causes the concentration of the dissolved hydrogen to be reduced suddenly to zero at both surfaces. This surface condition is maintained constant thereafter. If the mass diffusivity of hydrogen is \(9 \times 10^{-7} \mathrm{~m}^{2} / \mathrm{s}\), how much time is required to bring the density of dissolved hydrogen to a value of \(1.2 \mathrm{~kg} / \mathrm{m}^{3}\) at the center of the sheet?

Consider the radial diffusion of a gaseous species (A) through the wall of a plastic tube (B), and allow for chemical reactions that provide for the depletion of A at a rate \(\dot{N}_{\mathrm{A}}\left(\mathrm{kmol} / \mathrm{s} \cdot \mathrm{m}^{3}\right)\). Derive a differential equation that governs the molar concentration of species A in the plastic.

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