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D) Design the circular sedimentation with the same SOR of rectangular sedimentation tank with dimensions (L-15m W=8.8446m depth=3.5m), treating wastewater for a community of area 5km² and population density is 5000cap/km², the average waste water generated per day is 300L/cap, T=2hr. b)Determine the overflow weir loading rate at average flow and maximum flow. c)The suspended solids concentration in the primary sedimentation effluent flow, removal efficiency of the tank 30%, suspend solids influent flow=800ppm.

D) Design the circular sedimentation with the same SOR of rectangular sedimentation tank with dimensions (L-15m W=8.8446m depth=3.5m), treating wastewater for a community of area 5km² and population density is 5000cap/km², the average waste water generated per day is 300L/cap, T=2hr. b)Determine the overflow weir loading rate at average flow and maximum flow. c)The suspended solids concentration in the primary sedimentation effluent flow, removal efficiency of the tank 30%, suspend solids influent flow=800ppm.

Structural Analysis
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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D) Design the circular sedimentation with the same SOR of rectangular sedimentation tank with dimensions (L-15m W=8.8446m depth=3.5m), treating wastewater for a community of area 5km² and population density is 5000cap/km², the average waste water generated per day is 300L/cap, T=2hr. b)Determine the overflow weir loading rate at average flow and maximum flow. c)The suspended solids concentration in the primary sedimentation effluent flow, removal efficiency of the tank 30%, suspend solids influent flow=800ppm.
Transcribed Image Text:D) Design the circular sedimentation with the same SOR of rectangular sedimentation tank with dimensions (L-15m W=8.8446m depth=3.5m), treating wastewater for a community of area 5km² and population density is 5000cap/km², the average waste water generated per day is 300L/cap, T=2hr. b)Determine the overflow weir loading rate at average flow and maximum flow. c)The suspended solids concentration in the primary sedimentation effluent flow, removal efficiency of the tank 30%, suspend solids influent flow=800ppm.
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