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
Section: Chapter Questions
Problem 8.1CTP
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