5. Compare the hydraulic detention times for an ideal CMFR at steady state, with and without flow recycle as shown in the image below: Q, Co Q, Co Q, C Q, C Without flow recycle q, C With flow recycle The rate of reaction is the same in both scenarios with dC/dt% D-kC, where C is contaminant concentration. Hint: Use mass balance equation

Structural Analysis
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Chapter2: Loads On Structures
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5. Compare the hydraulic detention times for an ideal CMFR at steady state, with and without
flow recycle as shown in the image below:
Q, C.
Q, Co
Q, C
Q, C
Without flow recycle
q, C
With flow recycle
The rate of reaction is the same in both scenarios with dC/dt -kC, where C is contaminant
concentration.
Hint: Use mass balance equation
Transcribed Image Text:5. Compare the hydraulic detention times for an ideal CMFR at steady state, with and without flow recycle as shown in the image below: Q, C. Q, Co Q, C Q, C Without flow recycle q, C With flow recycle The rate of reaction is the same in both scenarios with dC/dt -kC, where C is contaminant concentration. Hint: Use mass balance equation
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