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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbbf377a3-56c2-4862-804a-6bd3678ecfed%2F995f763a-8011-4f90-9829-f4953ba8a744%2Fz77hihi_processed.jpeg&w=3840&q=75)
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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