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Equilibrium Curve P TOTAL 750.061 m/m x P y 0 0 0 0 0.5 0.001404 29 0.038664 1 0.002805 59 0.07866 1.5 0.004201 90 0.11999 2 0.005594 123 0.163987 2.5 0.006982 157 0.209316 3 0.008367 191 0.254646 3.5 0.009748 227 0.302642 4 0.011125 264 0.351971 4.5 0.012498 300 0.399967 5 0.013867 338 0.45063 slope 32.604 OP line y in = (F/G)min*xout + Min Op line Fm/Gm min= y in = 32,604*xout* Fm/Gm = x out* = 0.001534 Fm= y in = (F/G)min*xout + y out F G

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Plan1Equilibrium CurveP TOTAL750.061y in0.05y out0.001m/mxPyG5000m/min0000x in00.50.0014042752290.038663522x out10.002804612590.078660269Gm = 208333.333333333mol/min1.50.0042010269900.119990240820.00559353641230.16398666242.50.00698215671570.209316308930.00836690421910.25464595553.50.00974779512270.302642051840.01112484552640.3519713734.50.01249807133000.399967469350.01386748843380.4506300154slope32.604OP liney in = (F/G)min*xout + y outMin Op lineFm/Gm min= 31.95192y in = 32,604*xout*Fm/Gm =47.92788x out* = 0.0015335542Fm=9984975mol/miny in = (F/G)min*xout + y outF179729.55kg/minG0g/min

Plan2

y in0.05y out0.001

Plan3