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Determine the footprint area (in ft²) needed for a proposed primary clarifier at a wastewater treatment plant. The average flow is 3.4 MGD with a peaking factor of 2.3. The settling tank will be 14 ft deep. Overflow rate criteria to meet is 874 gpd/ft² for average and 2,054 gpd/ft² for peak flow.

Determine the footprint area (in ft²) needed for a proposed primary clarifier at a wastewater treatment plant. The average flow is 3.4 MGD with a peaking factor of 2.3. The settling tank will be 14 ft deep. Overflow rate criteria to meet is 874 gpd/ft² for average and 2,054 gpd/ft² for peak flow.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the footprint area (in ft²) needed for a proposed primary clarifier at a wastewater treatment plant. The average flow is 3.4 MGD with a peaking factor of 2.3. The settling tank will be 14 ft deep. Overflow rate criteria to meet is 874 gpd/ft² for average and 2,054 gpd/ft² for peak flow.
Transcribed Image Text:Determine the footprint area (in ft²) needed for a proposed primary clarifier at a wastewater treatment plant. The average flow is 3.4 MGD with a peaking factor of 2.3. The settling tank will be 14 ft deep. Overflow rate criteria to meet is 874 gpd/ft² for average and 2,054 gpd/ft² for peak flow.
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