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The min and peak sewage flows are 2500 m³/day 25000 m³/day with an Qavg of 7500m/day at the bumping station. Design the wet well if the pump has a min cycle time of 30 min. At what flow cycle time will be 2 times the min cycle time.

The min and peak sewage flows are 2500 m³/day 25000 m³/day with an Qavg of 7500m/day at the bumping station. Design the wet well if the pump has a min cycle time of 30 min. At what flow cycle time will be 2 times the min cycle time.

Solid Waste Engineering
Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter8: Landfills
Section: Chapter Questions
Problem 8.10P
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Problem 3 • The min and peak sewage flows are 2500 m3/day ,25000 m3/day with an Qava of 7500m3/day at the pumping station. Design the wet well if the pump has a min cycle time of 30 min. At what flow cycle time will be 2 times the min cycle time.
Transcribed Image Text:Problem 3 • The min and peak sewage flows are 2500 m3/day ,25000 m3/day with an Qava of 7500m3/day at the pumping station. Design the wet well if the pump has a min cycle time of 30 min. At what flow cycle time will be 2 times the min cycle time.
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