A Circular primary sedimentation tank for a municipal WWTP is to be designed for an average flowrate 6400 m³/s, depth is 3 m,
A Circular primary sedimentation tank for a municipal WWTP is to be designed for an average flowrate 6400 m³/s, depth is 3 m,
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A Circular primary sedimentation tank for a municipal WWTP is to be designed for an average flowrate 6400 m³/s, depth is 3 m, overflow rate 35 m³/m².d and weir loading is 180 m³/m.d. Determine diameter of tank, detention time and weir length.
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