Question 31.3: Ammonia (NH3) will be absorbed from an air mixture at 293 K ......

Ammonia (NH_{3}) will be absorbed from an air mixture at 293 K and 1.0 atm pressure in a countercurrent packed tower, using water as the absorption solvent. The total inlet gas molar flow rate is 5.03\times10^{-4}\,\mathrm{kgmole}/\mathrm{s}, and the NH_{3} composition in the inlet gas is 3.52% by volume. Ammonia-free water at a mass flow rate of 9.46\times10^{-3}\,\mathrm{kgmole}/\mathrm{s} will be used as the absorption solvent. If the ammonia concentration in the outlet gas is reduced to 1.29% by volume, determine the ratio of the operating solvent molar flow rate to the minimum molar solvent flow rate, Equilibrium distribution data for the NH_{3}-water-air system at 293 K and 1.0 atm are given in Figure 31.12.

Figure 31.12
Step-by-Step
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The analysis begins with a process material balance. First, the carrier gas flow molar rate is determined by

A G_{S}=A G_{1}\left(1-y_{A_{1}}\right)=5.03\times10^{-4}\,\mathrm{kgmole}/\mathrm{s}(1-0.0352)=4.85\times10^{-4}\,\mathrm{kgmole}/\mathrm{s}

where A refers to the cross-sectional area of the tower, and the subscript A refers to the transferring solute. The total molar flow rate of the solvent entering the top of the tower is

A L_{\mathrm{{S}}}=A L_{\mathrm{{2}}}(1-x_{\mathrm{{A_{2}}}})=A L_{\mathrm{{2}}}(1-0)=A L_{\mathrm{{2}}}=\left(9.46\times10^{-3}{\frac{\mathrm{{Kg}}}{s}}\right)\left({\frac{1\,{\mathrm{kgmole}}}{18\,{\mathrm{kg}}}}\right)=5.26\times10^{-4}\,{\mathrm{kgmole/s}}

The mole ratio compositions of the streams of known mole fraction are

Y_{A_{1}}={\frac{y_{A_{1}}}{1-y_{A_{1}}}}={\frac{0.0352}{1-0.0352}}=0.0365

Y_{A_{2}}={\frac{y_{A_{2}}}{1-y_{A_{2}}}}={\frac{0.0129}{1-0.0129}}=0.0131

X_{A_{2}}={\frac{x_{A_{2}}}{1-x_{A_{2}}}}={\frac{0}{1-0}}=0

The mole ratio for solute A in the liquid exiting the bottom of the tower, X_{A_{1}}, is determined by a material balance on solute A around the terminal streams, given by

A G_{S}Y_{A_{1}}+A L_{S}X_{A_{2}}=A G_{S}Y_{A_{2}}+A L_{S}X_{A_{1}}

or

X_{A_{1}}={\frac{A G_{S}(Y_{A_{1}}-Y_{A_{2}})+A L_{S}X_{A_{2}}}{A L_{S}}}={\frac{4.85\times10^{-4}(0.0365-0.0131)+0}{5.26\times10^{-4}}}=0.0216

With the terminal stream compositions now known, the equilibrium and operating lines in mole ratio coordinates are shown in Figure 31.12. Given that the shape equilibrium line is nearly linear in the composition range of interest, the minimum solvent flow rate will occur when the composition of the solute in the liquid exiting the tower is in equilibrium with the composition of the solute A in the gas entering the tower. Consequently, X_{A_{1,}{\mathrm{min}}} = 0.0453\ {\mathrm{at}}\,Y_{A_{1}}=0.0365.{\mathrm{With}}\,X_{A_{1,}{\mathrm{min}}} known, the minimum solvent flow rate is estimated by material balance

A G_{S}Y_{A_{1}}+A L_{S,\mathrm{min}}X_{A_{2}}=A G_{S}Y_{A_{2}}+A L_{S,\mathrm{min}}X_{A,\mathrm{min}}

or

A L_{ S,\mathrm{min}}=\frac{A G_{S}(Y_{A_{1}}-Y_{A_{2}})}{X_{A_{1},\mathrm{min}}-X_{A_{2}}}=\frac{4.85\times10^{-4}(0.0365-0.0131)}{(0.0453-0)}=2.51\times10^{-4}\,\mathrm{kgmole}/s

Finally, the ratio of the operating solvent flow rate to the minimum solvent flow rate is

\frac{A L_{S}}{A L_{S,\mathrm{min}}}=\frac{5.26\times10^{-4}\,\mathrm{kgmole}/s}{2.51\times10^{-4}\,\mathrm{kgmole}/s}=2.09

Thus, the operating solvent flow rate is 109% above the minimum solvent flow rate.

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