1.Two final clarifiers following an activated sludge aeration tank have diameters of 60 feet andsidewall depths of 11a mean diameter of 55feet. The effluent weirsare inboard channels set onfeet. For a total flow, equally split between the two clarifiers, of 3.4 million gallons per day,calculate the overflow rate, detention time, and weir loading.

Given:- Diameter of clarifier = 60 feet Sidewall depth = 11 feet Mean diameter of effluent channel =…

Two final clarifiers following an activated sludge aeration tank have diameters of 60 feet and sidewall depths of 11 feet. The effluent weirs are inboard channels set on a mean diameter of 55 feet. For a total flow, equally split between the two clarifiers, of 3.4 million gallons per day, calculate the overflow rate, detention time, and weir loading.

Two final clarifiers following an activated sludge aeration tank have diameters of 60 feet and sidewall depths of 11 feet. The effluent weirs are inboard channels set on a mean diameter of 55 feet. For a total flow, equally split between the two clarifiers, of 3.4 million gallons per day, calculate the overflow rate, detention time, and weir loading.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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1.
Two final clarifiers following an activated sludge aeration tank have diameters of 60 feet and
sidewall depths of 11
a mean diameter of 55
feet. The effluent weirs
are inboard channels set on
feet. For a total flow, equally split between the two clarifiers, of 3.4 million gallons per day,
calculate the overflow rate, detention time, and weir loading.

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