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)
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ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
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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
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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