Comparison of Oxygen Transfer Parameters Determined from the Steady State Oxygen Uptake Rate and the Non-Steady-State Changing Power Level Methods-Reference-Cited by-同舟云学术

Comparison of Oxygen Transfer Parameters Determined from the Steady State Oxygen Uptake Rate and the Non-Steady-State Changing Power Level Methods

Published:2005-05 Issue:5 Volume:131 Page:692-701
ISSN:0733-9372
Container-title:Journal of Environmental Engineering
language:en
Short-container-title:J. Environ. Eng.

Author:

Mahendraker Venkatram¹²³,Mavinic Donald S.¹²³,Hall Kenneth J.¹²³

Affiliation:

1. Scientist, Environment Program, Pulp and Paper Research Institute of Canada, 570 Blvd. St-Jean, Pointe-Claire, Montreal, Canada, QC H9R 3J9.

2. Professor, Dept. of Civil Engineering, 6250 Applied Science Ln., Univ. of British Columbia, Vancouver, Canada, BC V6T 1Z4.

3. Professor, Dept. of Civil Engineering, 6250 Applied Science Ln., Univ. of British Columbia, Vancouver, Canada BC V6T 1Z4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9372%282005%29131%3A5%28692%29

Reference48 articles.

1. American Society of Civil Engineers (ASCE). (1992). “A Standard for the measurement of oxygen transfer in clean water.” Standards No. 88-000 New York.

2. American Society of Civil Engineers (ASCE). (1997). “Standard guidelines for in-process oxygen transfer testing.” Standards No. 96-018 New York.

3. Physical and chemical properties of activated sludge floc

4. Asselin C. Comeau Y. and Ton-That Q. A. (1998). Alpha correction factor for static aerators and fine bubble diffusers used in municipal facultative aerated lagoons.” Proc. IAWQ 19th Biennial International Conf. Wastewater Treatment Plants Vol. III Vancouver Canada 79–85.

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