Physical chemistr Physical Chemistry Cheng Xuan February 2004, Spring Semester
Physical Chemistry Cheng Xuan February 2004, Spring Semester Physical Chemistry
Physical Chemistry Chapter 4 Material equilibrium rReaction: Equilibrium with respect to conversion of one set of chemical species to another set Phase: Equilibrium with respect to transport of matter between phase of the system without conversion of one species to another
Chapter 4 Material Equilibrium Equilibrium with respect to conversion of one set of chemical species to another set Reaction: Equilibrium with respect to transport of matter between phase of the system without conversion of one species to another Phase: Physical Chemistry
Physical Chemistry Material Equilibrium Entropy and Equilibrium First law: The internal energy(U to identify permissible changes Second law: The entropy(S) to identify the spontaneous changes among those permissible changes The entropy(s) of an isolated system increases in the course of a spontaneous change: AStot >0 The criterion for equilibrium in an isolated system maximization of the system's entropy S syst+s surr a maximum at equilibrium (4.2)
Entropy and Equilibrium The internal energy (U) to identify permissible changes First law: The entropy (S) to identify the spontaneous changes among those permissible changes Second law: Material Equilibrium The entropy (S) of an isolated system increases in the course of a spontaneous change: Stot >0 The criterion for equilibrium in an isolated system: maximization of the system’s entropy S Physical Chemistry Ssyst + Ssurr a maximum at equilibrium (4.2)*
Physical Chemistry Material Equilibrium Entropy and Equilibrium trey (46) ds= rev S≥ (48) dq=dU-dw dq stds d q=du-dw sTds du<Tas+aw
Entropy and Equilibrium dq TdS T dq dS irrev (4.6) T dq dS rev = (4.7) T dq dS (4.8) dU TdS +dw (4.9) dq = dU - dw TdS Physical Chemistry Material Equilibrium dq = dU - dw
Physical Chemistry Material Equilibrium The gibbs and Helmholtz Energies dU≤T+dh =:equilibrium (4.9) dU≤T+SdT-ST+dbw (4.10) du s d(tsy-sar+ dw d(U-tss-sdr+ dw (4.12) P-v work only tU-Ss-盛-pm (4.13) at constant T and V dT=0. dv=O d(U-TS)≤0 P-V work only (4.14)
The Gibbs and Helmholtz Energies dU TdS + SdT – SdT + dw (4.10) dU d(TS) – SdT + dw (4.11) d(U – TS) – SdT + dw (4.12) d(U – TS) – SdT - PdV (4.13) at constant T and V, dT=0, dV=0 d(U – TS) 0 P-V work only (4.14) dU TdS + dw =: equilibrium (4.9) P-V work only Physical Chemistry Material Equilibrium
Physical Chemistry Material Equilibrium Helmholtz free energy A=U-S (4.15)* Consider for constant T& p, dw =-Pav into(4.9) dU≤TdS+dhw (4.9) dU≤T+SdT-ST+PdI+P-P du s d(Tsy-SdT-d(Pn+ vdP d(+Pk-tss-SdT+ vdp d(H-tss-sdii-yakp at constant t and p dt=0. dP=0 (H-TS) 0 P-v work only (4.16)
A U - TS Helmholtz free energy (4.15)* dU d(TS) – SdT – d(PV) + VdP d(H – TS) – SdT - VdP d(U + PV – TS) – SdT + VdP at constant T and P, dT=0, dP=0 d(H – TS) 0 P-V work only (4.16) Consider for constant T & P, dw = -PdV into (4.9) Physical Chemistry Material Equilibrium dU TdS + dw (4.9) dU TdS + SdT – SdT + PdV + VdP - VdP
Physical Chemistry Material Equilibrium Gibbs free energy G≡H-Ts≡U+P-TS (4.17) G Constant T p Fig. 4.3 Equilibrium reached Ime dGrp≤0 d4ru≤0
G H – TS U + PV – TS Gibbs free energy (4.17)* dAT,V 0 dGT,P 0 Physical Chemistry Material Equilibrium Equilibrium reached Constant T, P Time G Fig. 4.3
Physical Chemistry Material Equilibrium Gibbs free energy G≡H-Ts≡U+P-TS (4.17) In a closed system capable of doing only P-V work, the constant-T-and-V material equilibrium condition is the minimization of the helmholtz function a, and the constant T-and-P material-equilibrium condition is the minimization of the gibbs function g da=o at equilibrium, const T,v(4. 18)* dg =o at equilibrium, const T, P (4.19)
G H – TS U + PV – TS Gibbs free energy (4.17)* In a closed system capable of doing only P-V work, the constant-T-and-V materialequilibrium condition is the minimization of the Helmholtz function A, and the constantT-and-P material-equilibrium condition is the minimization of the Gibbs function G. dA = 0 at equilibrium, const. T, V (4.18)* dG = 0 at equilibrium, const. T, P (4.19)* Physical Chemistry Material Equilibrium
Physical Chemistry Material Equilibrium Gibbs free energy G≡H-Ts≡U+P-TS (4.17) AG=G2-G1=(H2-TS2)-(H1-TS1 AH-TAS △G=△H-TS const. T (420) e Consider a system in mechanical and thermal . equilibrium which undergoes an irreversible chemical reaction or phase change at constant T and p ASam=△Sm+ASst=△AHg7+△S syst (△Hast-7ASs)/7 △G/T △S uniy AGsyst /T closed syst, const T,I P-V work only(4.2
G H – TS U + PV – TS Gibbs free energy (4.17)* Consider a system in mechanical and thermal equilibrium which undergoes an irreversible chemical reaction or phase change at constant T and P. Physical Chemistry Material Equilibrium Suniv = Ssurr + Ssyst = Hsyst T + Ssyst / = −(Hsyst −TSsyst)/T = −Gsyst /T Suniv = −Gsyst /T closed syst., const. T, V, P-V work only (4.21) G = G2 – G1 = (H2 – TS2 ) – (H1 – TS1 ) = H – TS G = H −TS const. T (4.20)
Physical Chemistry Material Equilibrium d(U-TS)≤-ST+ah (4.12) da<-Sar+aw da s dv const. T △4< W wby<-AA const T, closed syst. (4.22) It turns out that a carries a greater significance than e being simply a signpost of spontaneous change The change in the Helmholtz energy is equal to the maximum work the system can do =△4 max
Physical Chemistry Material Equilibrium const. T d(U −TS) −SdT + dw (4.12) dA −SdT +dw dA dw A w wby= −w wby −A const. T, closed syst. (4.22) It turns out that A carries a greater significance than being simply a signpost of spontaneous change: The change in the Helmholtz energy is equal to the maximum work the system can do: wmax = A