Chapter 3 Example 3.2-21. ---------------------------------------------------------------------------------In an experimental study of the absorption of ammonia by water in a wetted-wall column, the value of KG was found to be 2.75×10-6 kmol/m2⋅s⋅kPa. At one point in the column, the composition of the gas and liquid phases were 8.0 and 0.115 mole % NH3, respectively. The temperature was 300 K and the total pressure was 1 atm. Eighty-five percent of the total resistance to mass transfer was found to be in the gas phase. At 300 K, ammonia-water solution follow Henry’s law up to 5 mole % ammonia in the liquid, with m = 1.64 when the total pressure is 1 atm. Calculate the individual film coefficients and the interfacial concentrations. Solution ----------------------------------------------------------------------------------------NA = KG(pA − pA*) = KGP(yA − yA*) = Ky(yA − yA*) Ky = KGP = (2.75×10-6)(101.3) = 2.786×10-4 kmol/m2⋅s Since m 1 1 = + for gas phase resistance that accounts for 85% of the total kx Ky ky resistance: 1/ k y 1/ K y = 0.85 ⇒ ky = Ky/0.85 = 2.786×10-4/0.85 = 3.28×10-4 kmol/m2⋅s m / kx = 0.15 ⇒ kx = mKy/0.15 = 1.64×2.786×10-4/0.15 = 3.05×10-3 kmol/m2⋅s 1/ K y yA* = mxA = 1.64×1.15×10-3 = 1.886×10-3 NA = Ky(yA − yA*) = 2.786×10-4(0.08 − 1.886×10-3) = 2.18×10-5 kmol/m2⋅s 2.18 × 10 −5 NA NA = ky(yA − yAi) ⇒ yAi = yA − = 0.080 − = 0.01362 3.28 × 10 −4 ky yAi = m xAi ⇒ xAi = 1 yAi 0.01362 = = 8.305×10-3 m 1.64 Benitez, J. Principle and Modern Applications of Mass Transfer Operations, Wiley, 2009, p. 169 3-19 Example 3.2-32. ---------------------------------------------------------------------------------A wetted-wall absorption tower is fed with water as the wall liquid and an ammonia-air mixture as the central-core gas. At a particular point in the tower, the ammonia concentration in the bulk gas is 0.6 mole fraction, that in the bulk liquid is 0.12 mole fraction. The temperature is 300 K and the pressure is 1 atm. Ignoring the vaporization of water, calculate the local ammonia mass-transfer flux. Data: kx = 3.5/(1 − xA)lm mol/m2⋅s, and ky = 2.0/(1 − yA)lm mol/m2⋅s; equilibrium relation: yAi = 10.5xAi[0.156 + 0.622xAi(5.765xAi − 1)]. Solution ----------------------------------------------------------------------------------------The molar flux of ammonia (A) is given by NA = ky x Ai − xA y A − y Ai = kx (1 − xA ) − (1 − x Ai ) (1 − y Ai ) − (1 − y A ) 1 − xA 1 − y Ai ln ln 1 − yA 1 − xAi 1 − y Ai 1 − xA ky ln = kx ln 1 − yA 1 − x Ai 1 − xA yAi = 1 − (1 − yAi) 1 − x Ai 1 − xA 1 − y Ai = ⇒ 1 − yA 1 − x Ai kx / ky kx / ky 1.75 0.88 = 1 − 0.4 1 − x Ai (E-1) yAi and xAi are the solutions of Eq. (E-1) and the equilibrium relation: yAi = 10.5xAi[0.156 + 0.622xAi(5.765xAi − 1)] (E-2) The following Matlab codes solve Eqs. (E-1) and (E-2) and plot out these equations. The intersection of the two curves from these equations also provides the solution. v=fminsearch('f3d2d3',[0.5 0.5]); xi=v(1);yi=v(2); fprintf('xAi = %8.3f, yAi = %8.3f\n',xi,yi) x=0:0.01:0.28; y1=1-0.4*(0.88./(1-x)).^1.75; y2=10.5*x.*(0.156 + 0.622*x.*(5.765*x-1)); plot(x,y1,x,y2) xlabel('x_A');ylabel('y_A') grid on function ff=f3d2d3(v) xi=v(1);yi=v(2); f1=yi-1+0.4*(0.88/(1-xi))^1.75; f2=yi-10.5*xi*(0.156 + 0.622*xi*(5.765*xi-1)); 2 Benitez, J. Principle and Modern Applications of Mass Transfer Operations, Wiley, 2009, p. 171 3-20 ff=f1*f1+f2*f2; >> e3d2d3 xAi = 0.231, yAi = 0.494 The interfacial concentrations are: xAi = 0.231 and yAi = 0.494. The molar flux of A is then 1 − y Ai 1 − 0.494 2 NA = ky ln = 2 ln = 4.7 mol/m ⋅s 1 − y 1 − 0.600 A Example 3.2-43. ---------------------------------------------------------------------------------A mixture of methanol (substance 1, the more volatile) and water (substance 2) is being distilled in a packed tower. At a point along the tower where the temperature is 360 K, the methanol content of the bulk of the gas phase is 36 mol%; that of the bulk of the liquid phase is 20 mol%. Assume equimolar counter diffusion with mass transfer coefficients ky = 0.0017 kmol/m2⋅s and ky = 0.0017 kmol/m2⋅s, estimate the local flux of methanol from the liquid to the gas phase. Solve the problem by plotting equilibrium curve at 360 K. The activity coefficients for this system are given by: ∆12 ∆ 21 V2 −a − ln γ1 = − ln(x1 +x2∆12) + x2 exp 12 ; ∆12 = V1 RT x1 + x2 ∆12 x2 + x1∆ 21 3 Benitez, J. Principle and Modern Applications of Mass Transfer Operations, Wiley, 2009, p. 174 3-21 ∆12 ∆ 21 V1 −a − ln γ2 = − ln(x2 +x1∆21) + x1 exp 21 ; ∆21 = V2 RT x1 + x2 ∆12 x2 + x1∆ 21 Recommended values of the parameter for this system are: V1 = 40.73 cm3/mol, V2 = 18.07 cm3/mol, a12 = 107.38 cal/mol, and a21 = 469.55 cal/mol. The vapor pressure for methanol and water can be determined from the following equations: ln P1vap = 16.5938 − 3644.3 T − 33 ln P2vap = 16.2620 − 3800.0 T − 47 Solution ----------------------------------------------------------------------------------------The equilibrium curve at 360 K is obtained from the following steps: 1) 2) 3) 4) Choose a value of mole fraction in the liquid phase, x1, between 0.1 and 0.25; Evaluate the activity coefficients; Evaluate the vapor pressures Evaluate the partial pressures: p1 = γ1x1P1vap, and p2 = γ2x2P2vap 5) The mole fraction in the vapor phase, y1, is then p1/( p1 + p2) The local flux is obtained from the following expressions: N1 = kx(x − xi) = ky(yi − y) yi = y + 0.0149 kx (x − xi) = 0.36 + (0.2 − xi) 0.0017 ky (E-1) The above equation is a straight line that can be plotted on the graph with the equilibrium curve. The intersection of flux equation (E-1) and the equilibrium curve provides the interfacial compositions xi and yi. The Matlab codes, listed in Table E-1, plots the equilibrium curve and flux equation (E-1). From the closed up view of the graph (Figure E-2), the interfacial compositions are xi = 0.17884 and yi = 0.54545 The local flux is then N1 = kx(x − xi) = 0.0149(0.2 − 0.17884) = 3.15×10-4 kmol/m2⋅s 3-22 --------- Table E-1 Matlab codes to plot equilibrium curve and flux equation --------- R=1.987;T=360;v1=40.73;v2=18.07;a12=107.38;a21=469.55; RT=R*T; d12=v2*exp(-a12/(RT))/v1;d21=v1*exp(-a21/(RT))/v2; x1=0.1:0.01:0.25;x2=1-x1; con=d12./(x1+x2*d12)-d21./(x2+x1*d21); gam1=exp(-log(x1+x2*d12)+x2.*con); gam2=exp(-log(x2+x1*d21)-x1.*con); pv1=exp(16.5938-3644.3/(T-33)); pv2=exp(16.2620-3800.0/(T-47)); p1=pv1*gam1.*x1;p2=pv2*gam2.*x2; y1=p1./(p1+p2); plot(x1,y1) x=0.15; y=0.36+(0.2-x)*.0149/.0017; plot(x1,y1,[x 0.2],[y 0.36],'--') xlabel('x_A');ylabel('y_A') grid on legend('Equilibrium','Flux equation') --------------------------------------------------------------------------- Figure E-1 Graphical solution 3-23 Figure E-2 Graphical solution (closed-up view) The interfacial compositions xi and yi can be obtained directly from the following Matlab codes without graphing: function ff=f3d2d4(v) x1=v(1);y1=v(2);x2=1-x1; R=1.987;T=360;v1=40.73;v2=18.07;a12=107.38;a21=469.55; RT=R*T; d12=v2*exp(-a12/(RT))/v1;d21=v1*exp(-a21/(RT))/v2; con=d12/(x1+x2*d12)-d21/(x2+x1*d21); gam1=exp(-log(x1+x2*d12)+x2*con); gam2=exp(-log(x2+x1*d21)-x1*con); pv1=exp(16.5938-3644.3/(T-33)); pv2=exp(16.2620-3800.0/(T-47)); p1=pv1*gam1*x1;p2=pv2*gam2*x2; f1=y1-p1/(p1+p2); f2=y1-0.36-0.0149*(0.2-x1)/0.0017; ff=f1*f1+f2*f2; >> fminsearch('f3d2d4',[0.5 0.5]) ans = 0.1788 0.5455 3-24