The CSTR shown in Figure is used to treat an industrial waste, using a reaction which destroys the waste according to first-order kinetics: dC -kC dt where k= 0.89 day-1 Q(in) The reactor volume is 580 m, the volumetric flow rate of the single inlet and exit is 60 m/day and the inlet waste concentration is 100 mg/l. Compute the outlet concentration. Hint: Consider a steady-state CSTR with 1st-order Decay
The CSTR shown in Figure is used to treat an industrial waste, using a reaction which destroys the waste according to first-order kinetics: dC -kC dt where k= 0.89 day-1 Q(in) The reactor volume is 580 m, the volumetric flow rate of the single inlet and exit is 60 m/day and the inlet waste concentration is 100 mg/l. Compute the outlet concentration. Hint: Consider a steady-state CSTR with 1st-order Decay
Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
Section: Chapter Questions
Problem 1.1P
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![The CSTR shown in Figure is used to treat an industrial waste, using a
reaction which destroys the waste according to first-order kinetics:
dC
= -kC
dt
, where k= 0.89 day-1
Q(in).
The reactor volume is 580 m, the volumetric flow rate of the single
inlet and exit is 60 m/day and the inlet waste concentration is 100
mg/l. Compute the outlet concentration.
Hint: Consider a steady-state CSTR with 1st-order Decay](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2d312553-9053-44d6-9e7b-25665a0a66ed%2F0e778c7b-3338-4c94-b4d2-56bd26c437ea%2Fpvmyinq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The CSTR shown in Figure is used to treat an industrial waste, using a
reaction which destroys the waste according to first-order kinetics:
dC
= -kC
dt
, where k= 0.89 day-1
Q(in).
The reactor volume is 580 m, the volumetric flow rate of the single
inlet and exit is 60 m/day and the inlet waste concentration is 100
mg/l. Compute the outlet concentration.
Hint: Consider a steady-state CSTR with 1st-order Decay
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