Question 7 Tries remaining: 3 Points out of 3.0 Flag question 4. A CSTR is being designed to accommodate a waste stream having a flow of 5.0 m³/hr and a contaminant concentration of 80.0 mg/L. The contaminant is expected to be removed by a second-order reaction with a reaction rate coefficient of 0.05 L/mg-hr. The outflow from the CSTR is to required to have a concentration of 20.0 mg/L. a. Draw a diagram of the CSTR and write the appropriate mass balance equation. b. Calculate the required hydraulic detention time of the reactor. hrs Check
Question 7 Tries remaining: 3 Points out of 3.0 Flag question 4. A CSTR is being designed to accommodate a waste stream having a flow of 5.0 m³/hr and a contaminant concentration of 80.0 mg/L. The contaminant is expected to be removed by a second-order reaction with a reaction rate coefficient of 0.05 L/mg-hr. The outflow from the CSTR is to required to have a concentration of 20.0 mg/L. a. Draw a diagram of the CSTR and write the appropriate mass balance equation. b. Calculate the required hydraulic detention time of the reactor. hrs Check
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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Transcribed Image Text:Question 7
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4. A CSTR is being designed to accommodate a waste stream having a flow of 5.0 m³/hr and a contaminant concentration of 80.0
mg/L. The contaminant is expected to be removed by a second-order reaction with a reaction rate coefficient of 0.05 L/mg-hr. The
outflow from the CSTR is to required to have a concentration of 20.0 mg/L.
a. Draw a diagram of the CSTR and write the appropriate mass balance equation.
b. Calculate the required hydraulic detention time of the reactor.
hrs
Check
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