Analysis of Design Factors Influencing the Oxygen Transfer of a Pilot-Scale Speece Cone Hypolimnetic Aerator

Author:

Ashley Ken1,Fattah Kazi2,Mavinic Donald3,Kosari Saghi4

Affiliation:

1. Adjunct Professor, Dept. of Civil Engineering, 2324 Main Mall, Univ. of British Columbia, Vancouver, BC, Canada V6T 1W5 (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates.

3. Professor, Dept. of Civil Engineering, 2324 Main Mall, Univ. of British Columbia, Vancouver, BC, Canada V6T 1W5.

4. Graduate Student, Dept. of Civil Engineering, 2324 Main Mall, Univ. of British Columbia, Vancouver, BC, Canada V6T 1W5.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference28 articles.

1. American Public Health Association American Water Works Association and Water Pollution Control Federation. (1980). Standard methods for the examination of water and wastewater 15th Ed. American Public Health Association Washington DC.

2. ASCE. (1992). “Measurement of oxygen transfer in clean water.” ANSI/SSCE 2-91 2nd Ed. New York.

3. Ashley K. I. (2002). “Comparative analysis of oxygen transfer in full lift and downflow bubble contact hypolimnetic aerators.” Ph.D. thesis Civil Engineering Dept. Univ. of British Columbia Vancouver BC Canada.

4. Oxygenation performance of a laboratory-scale Speece Cone hypolimnetic aerator: preliminary assessment

5. Beak Consultants Ltd. (1977). “State of the art review: Aeration.” CPAR Project Rep. 542-1 Beak Consultants Montreal QC.

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