he average flow in a small municipal wastewater treatment plant is 20,000 m3/d. The highest observed peak flow is 50,000 m3/d. Design a primary clarifier system with a channel width of 6 m.At least two clarifiers shall be used.Calculate the drift velocity to check whether the settled materials will be resuspendedEstimate the removal of BOD and TSS at average and peak flow rates.Overflow rate of 40 m3/m2*d at the average flow rate and a lateral water depth of 4m.do all the single unit conversions where needed
he average flow in a small municipal wastewater treatment plant is 20,000 m3/d. The highest observed peak flow is 50,000 m3/d. Design a primary clarifier system with a channel width of 6 m.At least two clarifiers shall be used.Calculate the drift velocity to check whether the settled materials will be resuspendedEstimate the removal of BOD and TSS at average and peak flow rates.Overflow rate of 40 m3/m2*d at the average flow rate and a lateral water depth of 4m.do all the single unit conversions where needed
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
Related questions
Question
he average flow in a small municipal wastewater treatment plant is 20,000 m3/d. The highest
observed peak flow is 50,000 m3/d.
Design a primary clarifier system with a channel width of 6 m.
At least two clarifiers shall be used.
Calculate the drift velocity to check whether the settled materials will be resuspended
Estimate the removal of BOD and TSS at average and peak flow rates.
Overflow rate of 40 m3/m2*d at the average flow rate and a lateral water depth of 4m.
do all the single unit conversions where needed
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