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Q1) The data in the table below used to design a sedimentation tank with depth=4m and detention time= 2hr, the influent flow is 2000L for each minute. Settling Velocity(cm/sec) Weight fraction Greater 0.004 0.01 0.02 0.03 0.04 0.05 0.063 0.085 0.12 98 95 8. 6. 4 3 2 1 0.5 than size % Determine the overall removal efficiency for this tank, s.g. of particle=1.2 , u=0.89x10-³N.s/m². Use Ax=0.1 .

Q1) The data in the table below used to design a sedimentation tank with depth=4m and detention time= 2hr, the influent flow is 2000L for each minute. Settling Velocity(cm/sec) Weight fraction Greater 0.004 0.01 0.02 0.03 0.04 0.05 0.063 0.085 0.12 98 95 8. 6. 4 3 2 1 0.5 than size % Determine the overall removal efficiency for this tank, s.g. of particle=1.2 , u=0.89x10-³N.s/m². Use Ax=0.1 .

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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3/7/2021 Water Treatment I-Third class Second semester Q1) The data in the table below used to design a sedimentation tank with depth=4m and detention time= 2hr, the influent flow is 2000L for each minute. 0.01 Settling Velocity(cm/sec) Weight fraction Greater 0.004 0.02 0.03 0.04 0.05 0.063 0.085 0.12 98 95 8 6 4 3 1 0.5 than size % Determine the overall removal efficiency for this tank, s.g. of particle=1.2 , u=0.89x10-³N.s/m². Use Ax=0.1.
Transcribed Image Text:3/7/2021 Water Treatment I-Third class Second semester Q1) The data in the table below used to design a sedimentation tank with depth=4m and detention time= 2hr, the influent flow is 2000L for each minute. 0.01 Settling Velocity(cm/sec) Weight fraction Greater 0.004 0.02 0.03 0.04 0.05 0.063 0.085 0.12 98 95 8 6 4 3 1 0.5 than size % Determine the overall removal efficiency for this tank, s.g. of particle=1.2 , u=0.89x10-³N.s/m². Use Ax=0.1.
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