Q-18: A site adjacent to a river is considered for the location of a municipal waste water treatment plant having an average inflow of 2500 m/day. The selected treatment process sequence is as follows (1) grit channel (2) primary sedimentation (3) activated sludge and (4) secondary sedimentation. Design the grit channels assuming maximum hydraulic loading as twice the average inflow rate.
Q-18: A site adjacent to a river is considered for the location of a municipal waste water treatment plant having an average inflow of 2500 m/day. The selected treatment process sequence is as follows (1) grit channel (2) primary sedimentation (3) activated sludge and (4) secondary sedimentation. Design the grit channels assuming maximum hydraulic loading as twice the average inflow rate.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q-18: A site adjacent to a river is considered for the location of a municipal waste water treatment plant
having an average inflow of 2500 m/day. The selected treatment process sequence is as follows (1)
grit channel (2) primary sedimentation (3) activated sludge and (4) secondary sedimentation.
Design the grit channels assuming maximum hydraulic loading as twice the average inflow rate.
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