4. For a particle entering a sedimentation tank, explain the factors that determine if it will be removed.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. A 300 m3 volume V hydraulic flocculation basin with 24 channels with velocity 0.2 m/s
and 23 baffles with velocity 0.3 m/s when treating 21,600 m/d of water.
Given the intensity of mixing G = ()
1/2
where u = 1.01x10-3 kg/ms, establish if the
flocculation basin meets the performance requirements of Gta values of 20,000 -
200,000 and G values of about 20-100 sec
4. For a particle entering a sedimentation tank, explain the factors that determine if it
will be removed.
Transcribed Image Text:3. A 300 m3 volume V hydraulic flocculation basin with 24 channels with velocity 0.2 m/s and 23 baffles with velocity 0.3 m/s when treating 21,600 m/d of water. Given the intensity of mixing G = () 1/2 where u = 1.01x10-3 kg/ms, establish if the flocculation basin meets the performance requirements of Gta values of 20,000 - 200,000 and G values of about 20-100 sec 4. For a particle entering a sedimentation tank, explain the factors that determine if it will be removed.
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