'O: Find out the volume of an anaerobic digestion tank for 5 MLD of domestic wastewater treatment plant having 60% suspended solid removal efficiency of primary clarifier and 250 mg/L suspended solids in wastewater based on sludge volume reduction in digester. Moisture content of influent sludge is 96%; initial volatile solids content in sludge is 70%; volatile solids destroyed is 65% digested sludge solid concentration is 8.0%; specific gravity of primary sludge is 1.03; specific gravity of digested sludge is 1.04; density of water is 1000 kg/m3; mean cell residence time is 15 days.

'O: Find out the volume of an anaerobic digestion tank for 5 MLD of domestic wastewater treatment plant having 60% suspended solid removal efficiency of primary clarifier and 250 mg/L suspended solids in wastewater based on sludge volume reduction in digester. Moisture content of influent sludge is 96%; initial volatile solids content in sludge is 70%; volatile solids destroyed is 65% digested sludge solid concentration is 8.0%; specific gravity of primary sludge is 1.03; specific gravity of digested sludge is 1.04; density of water is 1000 kg/m3; mean cell residence time is 15 days.

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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