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Q-24: Design a circular primary settling tank for a sewage treatment plant. Given data are: Flow rate = 27000 m/d Retention time = 2.5 hr Weir length 30 m Total number of tanks = 2 Surface loading rate = 30 m/m2/d

Q-24: Design a circular primary settling tank for a sewage treatment plant. Given data are: Flow rate = 27000 m/d Retention time = 2.5 hr Weir length 30 m Total number of tanks = 2 Surface loading rate = 30 m/m2/d

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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Q-24: Design a circular primary settling tank for a sewage treatment plant. Given data are: Flow rate = 27000 m/d Retention time = 2.5 hr Weir length = 30 m Total number of tanks = 2 Surface loading rate = 30 m³/m2/d
Transcribed Image Text:Q-24: Design a circular primary settling tank for a sewage treatment plant. Given data are: Flow rate = 27000 m/d Retention time = 2.5 hr Weir length = 30 m Total number of tanks = 2 Surface loading rate = 30 m³/m2/d
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