In a wastewater treatment plant, primary sedimentation tank (PST) designed at an m’/day/m² is y 3 overflow rate of x m long, 8.0 m wide and liquid depth of 2.25 m. If the length of the weir is 75 m, 3 the weir loading rate (in m²/day/m) is
In a wastewater treatment plant, primary sedimentation tank (PST) designed at an m’/day/m² is y 3 overflow rate of x m long, 8.0 m wide and liquid depth of 2.25 m. If the length of the weir is 75 m, 3 the weir loading rate (in m²/day/m) is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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X=20
Y=10

Transcribed Image Text:In a wastewater treatment plant, primary
sedimentation tank (PST) designed at an
m²/day/m² is y
overflow rate of x
m long, 8.0 m wide and liquid depth of
2.25 m. If the length of the weir is 75 m,
3
the weir loading rate (in m’/day/m) is
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