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Design a packed tower to reduce 9 5 % of NH 3 ( g ) present in 2 8 3 . 1 7 m ^ 3 / min ( 1 0 , 0 0 0 acfm ) of exhaust at a 2 5 % mixing ratio. Emissions T , P conditions = 4 6 C , 7 6 0 mm Hg Base design on the following parameters: • Average scrubber temperature = 3 0 C • Pressure in scrubber = 1 atm • Pure water is used as scrubber liquid • Water rate is 1 . 5 times minimum • Packing is 1 . 0 in ceramic Raschig rings. ky . � � = 1 5 lbmol / hr . ft ^ 3 . delta � � and kx . � � = 6 0 lbmol / hr . ft ^ 3 . deltax

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Design a packed tower to reduce 9 5 % of NH 3 ( g ) present in 2 8 3 . 1 7 m ^ 3 / min ( 1 0 , 0 0 0 acfm ) of exhaust at a 2 5 % mixing ratio. Emissions T , P conditions = 4 6 C , 7 6 0 mm Hg Base design on the following parameters: • Average scrubber temperature = 3 0 C • Pressure in scrubber = 1 atm • Pure water is used as scrubber liquid • Water rate is 1 . 5 times minimum • Packing is 1 . 0 in ceramic Raschig rings. ky . � � = 1 5 lbmol / hr . ft ^ 3 . delta � � and kx . � � = 6 0 lbmol / hr . ft ^ 3 . deltax

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Asked by: Test User 100043
Created at: 2025-04-26 08:30:38

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Let's **design a packed tower** to absorb **95% of NH₃** from an air stream, given the conditions and parameters you provided. --- ## 1. **Given Data** - **Air flow:** \( Q_{air} = 283.17 \) m³/min = **10,000 acfm** (actual cubic feet per minute) - **NH₃ mixing ratio:** 25% (by mole) - **Fraction to remove:** 95% - **Emission conditions:** \( T = 46^\circ C \), \( P = 760 \) mmHg (1 atm) - **Scrubber conditions:** \( T = 30^\circ C \), \( P = 1 \) atm - **Scrubbing liquid:** Pure water - **Liquid rate:** 1.5 × minimum - **Packing:** 1.0" ceramic Raschig rings - **Gas-phase mass transfer coefficient, \( k_y a \):** 15 lbmol/hr·ft³·Δy - **Liquid-phase mass transfer coefficient, \( k_x a \):** 60 lbmol/hr·ft³·Δx --- ## 2. **Mole Balance on NH₃** ### **a. Calculate Inlet NH₃ Flow Rate** #### **Find total molar flow in gas:** At 1 atm, 46°C: - \( T = 46 + 273.15 = 319.15 \) K - \( P = 1 \) atm = 101325 Pa **1 mole of ideal gas at 1 atm, 46°C:** \[ V_m = \frac{RT}{P} \] Where: - \( R = 0.08206 \) L·atm/mol·K = 0.08206 × 10⁻³ m³·atm/mol·K \[ V_m = 0.08206 \times 319.15 = 26.19 \text{ L/mol} = 0.02619 \text{ m}^3/\text{mol} \] #### **Gas flow in mol/min:** \[ Q_{air} = 283.17 \text{ m}^3/\text{min} \] \[ n_{total} = \frac{Q_{air}}{V_m} = \frac{283.17}{0.02619} = 10,813.7 \text{ mol/min} \] But the air is 25% NH₃ by mole, so this is the total of NH₃ + air. #### **Breakdown:** Let \( n_{total} \) be the total mol/min. Let \( y_{NH3, in} = 0.25 \). \[ n_{NH3, in} = 0.25 \times n_{total} = 0.25 \times 10,813.7 = 2,703.4 \text{ mol NH}_3/\text{min} \] \[ n_{inert, in} = 0.75 \times 10,813.7 = 8,110.3 \text{ mol inert}/\text{min} \] ### **b. Calculate NH₃ Removal** - **95% removal:** Only 5% remains in exit gas. \[ n_{NH3, out} = 0.05 \times n_{NH3, in} = 0.05 \times 2,703.4 = 135.2 \text{ mol NH}_3/\text{min} \] - **NH₃ removed:** \( 2,703.4 - 135.2 = 2,568.2 \) mol NH₃/min --- ## 3. **Mole Fractions In and Out** ### **Inlet (to absorber):** \[ y_1 = \frac{n_{NH3, in}}{n_{total, in}} = \frac{2,703.4}{10,813.7} = 0.25 \] ### **Outlet (from absorber):** \[ y_2 = \frac{n_{NH3, out}}{n_{inert, in} + n_{NH3, out}} = \frac{135.2}{8,110.3 + 135.2} = \frac{135.2}{8,245.5} = 0.0164 \] --- ## 4. **Liquid Rate (Water) Calculation** ### **a. Minimum Liquid Rate** The minimum water flow is the amount needed to absorb all but the outlet NH₃ (i.e., absorb 95%). - **Assume fresh water in (\( x_1 = 0 \)),** - **Saturated water out (with \( x_2 \)),** #### **NH3 absorbed:** \( 2,568.2 \) mol/min \[ L_{min} = \frac{NH_3\ absorbed}{x_2 - x_1} \] #### **Find \( x_2 \):** (mole fraction NH₃ in water leaving) **Assume water leaves at equilibrium with exit gas.** #### **NH₃ equilibrium in water:** At the bottom, gas phase has \( y_2 = 0.0164 \). For NH₃, Henry's Law at 30°C: - \( H = 62,000 \) atm (approx. for NH₃ at 30°C) - But NH₃ is very soluble, so a better approach is to use the empirical solubility or consult tables. For now, let's approximate using the equilibrium: \[ y^* = m x \] Where \( m = \frac{H}{P} \). But for NH₃, because it dissolves and reacts with water (forming NH₄OH), the equilibrium is complex. For dilute solutions and low partial pressure, an approximate **distribution coefficient** at 30°C can be estimated from data: - At 25°C, the distribution coefficient (\( m \)) is about 1000 (dimensionless; see Perry's Chem Eng Handbook). At 30°C, it decreases, let's estimate \( m = 800 \). So: \[ y^* = 800 \cdot x \] \[ x = \frac{y_2}{800} = \frac{0.0164}{800} = 2.05 \times 10^{-5} \] #### **Minimum water flow:** \[ L_{min} = \frac{NH_3\ absorbed}{x_2} = \frac{2,568.2}{2.05 \times 10^{-5}} = 1.25 \times 10^8 \text{ mol/min} \] But this is unreasonably large, because the outgoing water is far from saturation. Let's check with a more practical approach: - **Use dilute solution:** For very low \( x_2 \), minimum \( L \) is very high. In practice, the water leaving is essentially pure. **So, instead, let's use the operating line directly:** --- ## 5. **Overall Material Balance and Operating Line** \[ L (x_2 - x_1) = G (y_1 - y_2) \] Where: - \( G \): total molar gas flow (NH₃ + inert), mol/min - \( L \): total molar liquid flow (mainly water), mol/min - \( y_1 = 0.25 \), \( y_2 = 0.0164 \) - \( x_1 = 0 \) (pure water in) ### **a. Assume Water Out is Essentially Pure** So, \[ L_{min} = \frac{G (y_1 - y_2)}{x_2} \] But as shown, \( x_2 \) is extremely small, leading to unreasonably large \( L_{min} \). **In practice, for very soluble gases, the minimum liquid flow is just enough to dissolve all the NH₃ removed, i.e.:** \[ L_{min} = \frac{2,568.2 \text{ mol NH}_3/\text{min}}{(x_2 - x_1)} \] But \( x_2 \) is limited by the solubility of NH₃ at 30°C. - **Solubility of NH₃ in water at 30°C:** About **30% by weight**, which is **1,764 g/L** (NH₃ MW = 17), thus: \[ C_{NH3, max} = \frac{1,764}{17} = 103.8 \text{ mol/L} \] But this is at saturation; in practice, the water will not be at saturation. Assume for design, the water leaving will have 1% NH₃ by weight: \[ \text{1% by weight} \Rightarrow 10 \text{ g NH}_3 / 1,000 \text{ g water} = 0.588 \text{ mol NH}_3 / 55.5 \text{ mol water} \] \[ x_2 = \frac{0.588}{0.588 + 55.5} = 0.0105 \] Now, \[ L_{

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