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The step-acration activated-sludge system  is to be analyzed as a series of continuous-flow stirred-tank reactors . Using the design parameters given below. determine the MLVSS concentration in each tank. K = 240 m³ S₁ = 4 mg/L S2 = 6 mg/L S3 = 8 mg/L S4 = 10 mg/L So = 250 mg/L Lo = 4000 m³/d Q = 800 m³/d X, = 10,000 mg/L Y = 0.65 ka = 0.05

The step-acration activated-sludge system  is to be analyzed as a series of continuous-flow stirred-tank reactors . Using the design parameters given below. determine the MLVSS concentration in each tank. K = 240 m³ S₁ = 4 mg/L S2 = 6 mg/L S3 = 8 mg/L S4 = 10 mg/L So = 250 mg/L Lo = 4000 m³/d Q = 800 m³/d X, = 10,000 mg/L Y = 0.65 ka = 0.05

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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The step-acration activated-sludge system  is to be analyzed as a series of continuous-flow stirred-tank reactors . Using the design parameters given below. determine the MLVSS concentration in each tank.
K = 240 m³
S₁ = 4 mg/L
S2 = 6 mg/L
S3 = 8 mg/L
S4 = 10 mg/L
So = 250 mg/L
Lo = 4000 m³/d
Q = 800 m³/d
X, = 10,000 mg/L
Y = 0.65
ka = 0.05

Qo, So Q₁X₁ Sludge return XQ, S S₁ XQ, S S₂ XQ, S S3 XQ, S V S4 Waste
Transcribed Image Text:Qo, So Q₁X₁ Sludge return XQ, S S₁ XQ, S S₂ XQ, S S3 XQ, S V S4 Waste
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