CHE 101: Chemical Engineering Concepts 2

Estimated study time: 13 minutes

Table of contents

Sources and References

Primary texts — Felder, R.M., Rousseau, R.W., and Bullard, L.G., Elementary Principles of Chemical Processes, 4th ed., Wiley, 2016; Smith, J.M., Van Ness, H.C., Abbott, M.M., and Swihart, M.T., Introduction to Chemical Engineering Thermodynamics, 9th ed., McGraw-Hill, 2022.

Supplementary texts — Himmelblau, D.M. and Riggs, J.B., Basic Principles and Calculations in Chemical Engineering, 9th ed.; Seader, J.D., Henley, E.J., and Roper, D.K., Separation Process Principles, 4th ed., Wiley, 2016.

Online resources — MIT OCW 10.40 “Chemical Engineering Thermodynamics”; DIPPR project public summary; NIST WebBook; AIChE open concept videos.


Chapter 1: Energy Balances for Non-Reacting Systems

1.1 Forms of Energy

Total energy in a flowing stream comprises internal (\( U \)), kinetic (\( v^2/2 \)), and potential (\( gz \)) contributions. Work modes are mechanical (shaft work, boundary work) and flow work (\( Pv \)). The combination \( H = U + Pv \) (enthalpy) absorbs flow work in open-system accounting, giving the reason why enthalpy, not internal energy, appears naturally in steady-flow balances.

1.2 First Law for Open Systems

For a steady-flow control volume with one inlet and one outlet and negligible kinetic and potential terms:

\[ \dot Q - \dot W_s = \dot m \Delta H. \]

For multiple streams:

\[ \dot Q - \dot W_s = \sum_{out} \dot n_i H_i - \sum_{in} \dot n_i H_i. \]

A reference state is chosen for each species; common choices are 25 °C and 1 atm, or the inlet condition.

1.3 Sensible Heat

Between phases, \( \Delta H = \int C_p\, dT \). Heat capacities are correlated polynomially:

\[ C_p(T) = a + bT + cT^2 + dT^3. \]

For ideal gases, \( C_p - C_v = R \). Mean heat capacities \( \bar C_p = \frac{1}{T_2 - T_1}\int_{T_1}^{T_2} C_p\, dT \) streamline hand calculations.

1.4 Latent Heat

At a phase transition, temperature is fixed and the enthalpy changes by \( \Delta H_{vap} \), \( \Delta H_{fus} \), or \( \Delta H_{sub} \). The Clausius–Clapeyron equation

\[ \frac{dP^{sat}}{dT} = \frac{\Delta H_{vap}}{T \Delta V_{vap}} \approx \frac{\Delta H_{vap} P^{sat}}{R T^2} \]

connects vapor pressure to latent heat under the ideal-gas, negligible-liquid-volume approximation.

Heating water to steam. Compute the heat needed to take 1 kg of liquid water at 25 °C to saturated steam at 100 °C. Sensible portion: 1 × 4.18 × 75 ≈ 314 kJ. Latent: 1 × 2257 ≈ 2257 kJ. Total ≈ 2.57 MJ. Latent dominates; this is why evaporators are energy-intensive.

Chapter 2: Energy Balances with Reaction

2.1 Heat of Reaction

Standard heat of reaction \( \Delta H_{rxn}^\circ \) at 25 °C is computed from heats of formation:

\[ \Delta H_{rxn}^\circ = \sum_{prod} \nu_i \Delta H_{f,i}^\circ - \sum_{react} |\nu_j| \Delta H_{f,j}^\circ. \]

Hess’s law exploits \( H \) as a state function: any thermodynamic path connecting reactants to products gives the same overall \( \Delta H \).

2.2 Adiabatic Reactor Balance

The adiabatic flame temperature results from \( \dot Q = 0 \):

\[ \sum_{react,in} \dot n_i H_i(T_{in}) = \sum_{prod,out} \dot n_j H_j(T_{ad}) + \xi \Delta H_{rxn}^\circ (25^\circ\text{C}). \]

Solving requires iteration because \( H_j(T_{ad}) \) is nonlinear in temperature.

2.3 Heats of Solution and Mixing

For nonideal mixtures, enthalpy of mixing \( \Delta H_{mix} \) is nonzero. Dissolving H\(_2\)SO\(_4\) in water is famously exothermic; enthalpy-concentration charts for such systems are engineering staples.

Chapter 3: Phase Equilibria

3.1 Gibbs Phase Rule

For a non-reacting system with \( C \) components and \( \pi \) phases,

\[ F = C - \pi + 2 \]

independent intensive variables specify the state. A binary vapor-liquid system (C=2, π=2) has F=2: choose \( T \) and \( P \), and all compositions follow.

3.2 Vapor-Liquid Equilibrium

Raoult’s law for ideal solutions:

\[ y_i P = x_i P_i^{sat}(T). \]

For nonideal liquid mixtures, activity coefficients \( \gamma_i \) modify the relation: \( y_i P = x_i \gamma_i P_i^{sat} \). Correlations (Wilson, NRTL, UNIQUAC, UNIFAC) estimate \( \gamma_i \) from binary data or group contributions. Azeotropes arise where \( \gamma_i \) departs enough from unity that \( y_i = x_i \) at some composition different from pure components.

3.3 Bubble and Dew Points

  • Bubble-point at fixed \( x \) and \( P \): find \( T \) satisfying \( \sum_i K_i x_i = 1 \), \( K_i = P_i^{sat}/P \).
  • Dew-point at fixed \( y \) and \( P \): find \( T \) satisfying \( \sum_i y_i/K_i = 1 \).

Flash calculations solve the Rachford–Rice equation for the vapor fraction \( \psi \):

\[ \sum_i \frac{z_i(K_i - 1)}{1 + \psi(K_i - 1)} = 0. \]

3.4 Liquid-Liquid and Liquid-Solid Equilibria

Partially miscible liquids form two phases; tie-lines and binodal curves on ternary diagrams guide extraction design. Liquid-solid equilibria underlie crystallization, with eutectics and peritectics analogous to azeotropes.

Chapter 4: Unit Operations: Separation

4.1 Flash Distillation

A single-stage partial vaporization separates based on volatility differences. Mass and energy balances with VLE close the problem. The degree of separation depends on relative volatility \( \alpha_{ij} = K_i/K_j \); \( \alpha \) close to 1 demands many stages.

4.2 Multistage Distillation

Multiple equilibrium stages stacked with countercurrent flow approach near-complete separation. The McCabe–Thiele graphical method on an \( x \)–\( y \) diagram constructs operating lines (rectifying, stripping) and steps off equilibrium stages. Minimum reflux corresponds to pinch at the feed; infinite stages at minimum reflux, or infinite reflux at minimum stages (Fenske equation):

\[ N_{min} = \frac{\log\!\left[\frac{x_D/(1-x_D)}{x_B/(1-x_B)}\right]}{\log \alpha_{avg}}. \]

4.3 Absorption, Stripping, and Extraction

Absorption transfers a solute from gas to liquid; stripping reverses it. The operating line \( y = (L/V)x + b \) and equilibrium line \( y = mx \) together define Kremser-equation estimates of stage count. Liquid-liquid extraction uses an immiscible solvent to remove a solute; stage counting on ternary tie-line diagrams extends distillation reasoning to LLE.

4.4 Solid-Fluid Separations

Leaching, adsorption, and crystallization each rest on equilibrium between a solid phase and a fluid. Design considers solubility curves, crystal size distribution (important for filtration), and mass transfer coefficients to the particle surface.

Chapter 5: Fluid Movement and Heat Transfer

5.1 Pumps and Compressors

The mechanical energy balance identifies the shaft work requirement of a pump:

\[ W_s = \frac{\Delta P}{\rho} + F. \]

Net positive suction head (NPSH) must exceed the fluid’s vapor pressure margin to avoid cavitation. Compressors are categorized as centrifugal, axial, reciprocating, or rotary; each has a characteristic efficiency–pressure ratio map.

5.2 Modes of Heat Transfer

Conduction: \( q = -k \nabla T \). Convection: \( q = h (T_s - T_\infty) \). Radiation: \( q = \varepsilon \sigma (T_s^4 - T_{sur}^4) \). The overall heat transfer coefficient for a composite wall,

\[ \frac{1}{UA} = \sum_i R_i = \sum_i \frac{L_i}{k_i A_i} + \sum_j \frac{1}{h_j A_j}, \]

frames the design of exchangers.

5.3 Heat Exchanger Design

For counterflow and parallel-flow exchangers the log-mean temperature difference (LMTD) is

\[ \Delta T_{lm} = \frac{\Delta T_1 - \Delta T_2}{\ln(\Delta T_1/\Delta T_2)}, \quad Q = UA\Delta T_{lm}. \]

Shell-and-tube geometry and multi-pass configurations require a correction factor \( F \). The effectiveness-NTU method is preferred when outlet temperatures are unknown.

5.4 Correlations for Convection

Dimensionless numbers—Reynolds, Prandtl (\( Pr = C_p\mu/k \)), Nusselt (\( Nu = hD/k \))—structure correlations. Dittus-Boelter for turbulent pipe flow:

\[ Nu = 0.023 Re^{0.8} Pr^n, \]

with \( n = 0.4 \) (heating) or 0.3 (cooling). Condensation (Nusselt’s film theory) and boiling (Rohsenow, Zuber) have their own correlations with much larger \( h \) values.

The course weaves two threads: the rigorous accounting of mass and energy through unit operations, and the equilibrium and transport principles that determine how those operations perform. Together these establish the engineer's fluency in reading, balancing, and designing process flowsheets that appear in every downstream course.
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