- An aerobic digester with a total capacity of 50,000 ft³ stabilize waste-activated sludge from an extended-aeration treatment plant without primary clarification. The average daily sludge flow pumped to the digestion tanks is 32,000 gpd with 1.5% solids, of which 65% are volatile. Calculate a) sludge detention time in the digesters b) the amount of sludge produced daily and c) the anaerobic digester dimensions. The population being served is 75,000. SS and BOD = 350 mg/l. %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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- An aerobic digester with a total capacity of 50,000 ft³ stabilize waste-activated sludge from an
extended-aeration treatment plant without primary clarification. The average daily sludge flow
pumped to the digestion tanks is 32,000 gpd with 1.5% solids, of which 65% are volatile. Calculate
a) sludge detention time in the digesters b) the amount of sludge produced daily and c) the
anaerobic digester dimensions. The population being served is 75,000. SS and BOD = 350 mg/l.
%3D
Transcribed Image Text:- An aerobic digester with a total capacity of 50,000 ft³ stabilize waste-activated sludge from an extended-aeration treatment plant without primary clarification. The average daily sludge flow pumped to the digestion tanks is 32,000 gpd with 1.5% solids, of which 65% are volatile. Calculate a) sludge detention time in the digesters b) the amount of sludge produced daily and c) the anaerobic digester dimensions. The population being served is 75,000. SS and BOD = 350 mg/l. %3D
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