Equilibrium and Stability
Phase Separation in Ethanol Blended Gasoline 1. Three-component system: Ethanol, water, and gasoline 2. Up to three phases depending on concentration X etOH, X H2O, X gas 3. Phase separation can be triggered by drop in temperature 4. Different levels of engine failure depending on phase fed
An Arbitrary Thermodynamic System n components m phases Surroundings System Closed System: dn = 0 1. What happens if the system is at equilibrium? 2. What happens if the system is not at equilibrium? 3. Why I need to know what is the equilibrium state of a system?
Moving Toward Equilibrium State n components m phases Assumption 1 T and P are uniform throughout the system System is in thermal and mechanical equilibrium = 0, and = 0 Assumption 2 System is in thermal and mechanical equilibrium with surroundings Heat transfer and/or expansion work with/on surroundings occurs reversibly (why?) 1. Are changes occurring in the system reversible or irreversible? Notice: Changes will occur in the system, because it IS NOT at chemical/phase equilibrium
Moving Toward Equilibrium State n components m phases Consequence 1 1. When does the inequality applies? Notice: Since U, S, and V (and T and P) are state functions. Consequence 3 is true for ANY closed-system of uniform T and P dS surr = dQ surr /T surr = -dQ/T From 2 nd law dS universe ≥ 0 dS surr + dS ≥ 0 universe Consequence 2 dQ ≤ TdS From 1 st law dQ = dU + PdV Consequence 3 dU + PdV – Tds ≤ 0
dU + PdV –TdS ≤ 0 Minimum Energy Maximum Entropy
Criterion for equilibrium (dS) U,V ≥ 0 Rigid and Isentropic Isolated Isothermal and IsobaricRigid and Isothermal (dU) S,V ≤ 0 (dG) T,P ≤ 0 (dA) T,V ≤ 0
Criterion for equilibrium Isothermal and Isobaric (dG) T,P ≤ 0 dU + PdV – TdS ≤ 0 (dU + d(PV) – d(TS) ≤ 0) T,P d(kx) = kdx d(x + y) = dx + dy (d(U + PV – TS) ≤ 0) T,P G = U + PV - TS (d(G) ≤ 0) T,P 1. What state functions are more easily controlled in a chemical process? Processes occur spontaneously in the direction that G decreases (at constant T and P) At equilibrium, dG = 0 (at constant T and P)
Analogy with a mechanical system Equilibrium Position Potential Energy z U = mg.( z ) x U = mg.( x 2 ) 0.0 Energy Derivative dU = mg.( x ) dx At equilibrium dU = 0 Gibbs Free Energy of Mixing Equilibrium Position At equilibrium dG = 0 Gibbs Free Energy G = G( x A )
G mix = G – x i G i 1. What is the difference between system I and system II? A G mix A > α ( G mix ) α + β( G mix ) β G mix A < α ( G mix ) α + β( G mix ) β System I System II
To see video showing temperature-induced phase separation in E10, click here Clear Liquid (one phase) Clear Liquid (phase I) Turbid Liquid (phase II) SYSTEM: Ethanol-Gasoline-Water In cold weather (winter) storage tank in car can be colder than storage tank in gas station Shape of ΔG mix changes with temperature
Analytical approach Stability in terms of G E Not only does (ΔG mix ) T,P have to be negative, but also: (d 2 ΔG mix /dx 1 2 > 0) T,P Since T is constant, we can divide both sides by RT (d 2 (ΔG mix /RT)/dx 1 2 > 0) T,P For a binary system ΔG mix /RT = x 1 lnx 1 + x 2 lnx 2 + G E /RT
Stability criteria in terms of G E Constant T and P
Analytical Approach In terms of i Alternative criteria, at constant T and P, valid for each of the components: See derivation of this criterion posted in the web sitederivation