Dynamic adsorption experiments were executed utilizing a laboratory-scale fixed-bed reactor operating at a temperature of 150 °C. Specifically, 30 mg of adsorbent was loaded into a quartz column (4.6 mm I.D. × 200 mm) with silane-treated glass wool employed to occupy the interstitial void space. The column was subsequently activated at 150 °C for 6 h under a dry helium flow (10 mL/min). To evaluate performance under a partial pressure of 0.2 bar, a nitrogen carrier flow at a rate of 3 mL/min was directed through a CH3I vapor generator, subsequently passing through the adsorbent-packed column at a linear velocity of 18 cm/min, corresponding to a residence time of approximately 5 s. The concentration of CH3I in the effluent was continuously monitored using an online mass spectrometry (MS) system. The flow rate of CH3I under these conditions was determined to be approximately 4.408 mg/min by trial and error.
To assess performance under a partial pressure of 0.01 bar, a nitrogen carrier flow at a rate of 0.3 mL/min was directed through the CH3I vapor generator, subsequently combined with another dry nitrogen flow at a rate of 5.7 mL/min before passing through the adsorbent column. Under these conditions, the linear velocity was 36 cm/min, with a residence time of ~2.5 s. The flow rate of CH3I under this configuration was approximately 0.426 mg/min. Experiments conducted under humid conditions (RH = 50%) at 0.01 bar involved mixing a nitrogen flow passing through the CH3I vapor generator at a rate of 0.3 mL/min with a nitrogen flow passing through the water vapor generator at a rate of 3 mL/min, along with a dry nitrogen flow at a rate of 2.7 mL/min. The combined gas stream was then directed through the adsorbent column. Monitoring of CH3I in the effluent was performed using an online MS system.
The adsorption capacities at breakthrough (Qbreakthrough) were determined using the following equation: Qbreakthrough=v×t1%m1 Where v represents the flow rate of CH3I (mg/min); t1% (corresponding to C/C0 = 1%, min) denotes the breakthrough point when the concentration of CH3I in the effluent stream (C) reaches 1% of the initial concentration (C0); m signifies the weight of the adsorbent (mg).
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