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