Review of Folklore in Design and Operation of Secondary Clarifiers

Author:

Parker D. S.11234,Kinnear D. J.11234,Wahlberg E. J.11234

Affiliation:

1. Member, ASCE

2. P.E., Sr. Vice Pres., Brown and Caldwell, P.O. Box 8045, Walnut Creek, CA 94596-1220.

3. P.E., Prin. Engr., Brown and Caldwell, Ste. 1150, 36 South State St., Salt Lake City, UT 84111.

4. P.E., Vice Pres., Brown and Caldwell, P.O. Box 8045, Walnut Creek, CA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Civil and Structural Engineering,Environmental Chemistry,Environmental Engineering

Reference40 articles.

1. Anderson N. E. ( 1945). “Design of final settling tanks for activated sludge.” Sewage Works J. 17(1) 50–65.

2. Audic J. M. Fayoux C. Letsy Y. and Brisset P. ( 1994). “Sludge retention times distribution in clarifier: A key point for population dynamic and nutrients removal control.” Water Sci. and Technol. 29(7) 57–60.

3. Brown and Caldwell. ( 1999). Rerating study for Chambers Creek wastewater treatment facility Pierce County utilities authority . Walnut Creek Calif.

4. Crosby R. M. ( 1984). “Hydraulic characteristics of activated sludge-secondary clarifiers.” EPA 600/2-84-131 USEPA Municipal Environmental Research Laboratory Cincinnati.

5. “Role of activated sludge final settling tanks.”;Dick R. I.;J. Sanit. Engrg. Div.,1970

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