118. 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/m/d
118. 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/m/d
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter8: Seepage
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![118. Design a circular primary settling tank for a sewage treatment plant. Given data are
Flow rate = 27000 m/d
%3D
Retention time = 2.5 hr
Weir length = 30 m
Total number of tanks = 2
%3D
Surface loading rate = 30 m/m/d](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F461ac947-9d52-4b21-82e7-4b276c1dbd98%2Ff78af738-113c-4a96-bd7a-5645bf1a7630%2F6veqzl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:118. Design a circular primary settling tank for a sewage treatment plant. Given data are
Flow rate = 27000 m/d
%3D
Retention time = 2.5 hr
Weir length = 30 m
Total number of tanks = 2
%3D
Surface loading rate = 30 m/m/d
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