You are evaluating an existing primary wastewater sedimentation tank with an area of 2,000 ft². (a) Determine the average daily flow in MGD) that can be assigned to this tank. At the assigned capacity, the tank must meet all applicable design criteria as follow: Peaking factor = 2.2 Overflow rate=900 gpd/ft2 in average flow and 2,200 gpd/ft2 in peak flow (b) On a particular day, the flow was 12MCD What fraction of particles with a settling velocity of 8x10 ft/s were removed

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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You are evaluating an existing primary
wastewater sedimentation tank with an area
of 2,000 ft².
(a) Determine the average daily flow in MCD)
that can be assigned to this tank. At the
assigned capacity, the tank must meet all
applicable design criteria as follow:
Peaking factor = 2.2
Overflow rate=900 gpd/ft2 in average flow
and 2.200 gpd/ft2 in peak flow
(b) On a particular day, the flow was 12 MCD
What fraction of particles with a setting
velocity of 8x10 ft/s were removed?
Transcribed Image Text:You are evaluating an existing primary wastewater sedimentation tank with an area of 2,000 ft². (a) Determine the average daily flow in MCD) that can be assigned to this tank. At the assigned capacity, the tank must meet all applicable design criteria as follow: Peaking factor = 2.2 Overflow rate=900 gpd/ft2 in average flow and 2.200 gpd/ft2 in peak flow (b) On a particular day, the flow was 12 MCD What fraction of particles with a setting velocity of 8x10 ft/s were removed?
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