GATE CE 2019 Set 2 — Question 52

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NAT+2 / -0MediumUnit ProcessesDrinking Water TreatmentEnvironmental Engineering

Environmental Engineering → Drinking Water Treatment → Unit Processes

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Question

Consider the reactor shown in the figure. The flow rate through the reactor is Q m3/hQ\text{ m}^3/\text{h}. The concentrations (in mg/L\text{mg/L}) of a compound in the influent and effluent are C0C_0 and CC, respectively. The compound is degraded in the reactor following the first order reaction. The mixing condition of the reactor can be varied such that the reactor becomes either a completely mixed flow reactor (CMFR) or a plug-flow reactor (PFR). The length of the reactor can be adjusted in these two mixing conditions to LCMFRL_{\text{CMFR}} and LPFRL_{\text{PFR}} while keeping the cross-section of the reactor constant. Assuming steady state and for C/C0=0.8C/C_0 = 0.8, the value of LCMFR/LPFRL_{\text{CMFR}}/L_{\text{PFR}} (round off to 2 decimal places) is _______
Diagram of a reactor with influent flow Q, C0 and effluent flow Q, C with length L
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