Architectural Drafting and Design (MindTap Course List)
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Chapter 5, Problem 5.34Q
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E. Estimate the required air flow rate for the new activated sludge plant at Camp Verde Problems 23-3 — 23-823-11, and 23-14 B). Use the following assumptions in preparing the estimate: Clean water correction, a 0.70 . Salinity correction, ẞ= 0.95 . Fouling factor = 0.8 Summer wastewater temperature 22°C • Atmospheric pressure 101.325 kPa .Elevation 2,135 m Depth of aerator = 4.5 m Operating DO = 2.0 mg/L Percent oxygen leaving aeration tank - 19% Manufacturer's SOTR = 650 kg/d • Manufacturer's air flow rate at standard conditions 20 m3/d aerator 23-3. The town of Camp Verde has been directed to upgrade its primary WWTP to a secondary plant that can meet an effluent standard of 25.0 mg/L BOD5 and 30 mg/L suspended solids. They have se- lected a completely mixed activated sludge system for the upgrade. The existing primary treatment plant has a flow rate of 2,506 m³/d. The effluent from the primary tank has a BOD5 of 240 mg/L. Using the following assumptions, estimate the required…
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Architectural Drafting and Design (MindTap Course...
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ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Cengage Learning