Research Article
Jun 1973
Surface Aerator Interactions
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VIEW THE REPLYAuthors: Kenneth S. Price, AM.ASCE, Richard S. Conway, F.ASCE, and Albert H. Cheely, M.ASCEAuthor Affiliations
Publication: Journal of the Environmental Engineering Division
Volume 99, Issue 3
Abstract
Adequate mixing is essential for oxygen transfer and solids suspension in activated sludge systems. A case history is presented including: (1) selection of mechanical surface aerators based on single tank tests; (2) clean water testing of multiple machines in a large basin; (3) reporting of inadequate mixing and oxygen transfer under operating conditions attributed to aerator interaction; and (4) actions taken to improve performance. Supplemental velocity studies of another basin using floating surface aerators at spacings of 65 and 130 ft (19.8 and 39.6 m) and an operating depth of 10 to 15 ft (3.0 to 4.6 m) are reported. The study concludes: (1) a horizontal velocity of 0.5 fps (0.15 m/s) is required to maintain solids suspension up to 5,000 mg/L; (2) 100-hp (75-kw) mechanical aerators should have mimimum spacing of 70 ft (20 m); and (3) supplemental bottom mixing is required at basin depths greater than 15 ft (approx. 5 m).
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Information
Published In
Journal of the Environmental Engineering Division
Volume 99 • Issue 3 • June 1973
Pages: 283 - 300
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jun 1973
Published online: Feb 11, 2021
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Affiliations
Kenneth S. Price, AM.ASCE
Clark, Dietz and Assoc.—Engrs., Inc., USA
Richard S. Conway, F.ASCE
Group Leader, Res. and Development Dept., Chemicals and Plastics Group, Union Carbide Corp., South Charleston, Va., USA
Albert H. Cheely, M.ASCE
Proj. Engr., Engrg. Dept., Union Carbide Corp., South Charleston, va., USA
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.