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9. If you had a limited amount of concrete to design a CSTR reactor, would you obtain better contaminant removal by designing two 100 m² reactors in series or by designing a single reactor with a volume of 200 m³? Assume the first order degradation rate constant (K = 0.15/day) is independent of the reactor size and flow into these reactors is Q = 20 m³/day.

9. If you had a limited amount of concrete to design a CSTR reactor, would you obtain better contaminant removal by designing two 100 m² reactors in series or by designing a single reactor with a volume of 200 m³? Assume the first order degradation rate constant (K = 0.15/day) is independent of the reactor size and flow into these reactors is Q = 20 m³/day.

Introduction to Chemical Engineering Thermodynamics
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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9. If you had a limited amount of concrete to design a CSTR reactor, would you obtain better contaminant removal by designing two 100 m³ reactors in series or by designing a single reactor with a volume of 200 m³? Assume the first order degradation rate constant (K = 0.15/day) is independent of the reactor size and flow into these reactors is Q = 20 m³/day.
Transcribed Image Text:9. If you had a limited amount of concrete to design a CSTR reactor, would you obtain better contaminant removal by designing two 100 m³ reactors in series or by designing a single reactor with a volume of 200 m³? Assume the first order degradation rate constant (K = 0.15/day) is independent of the reactor size and flow into these reactors is Q = 20 m³/day.
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