Modeling and Control of Oxygen Transfer in High Purity Oxygen Activated Sludge Process-Reference-Cited by-同舟云学术

Modeling and Control of Oxygen Transfer in High Purity Oxygen Activated Sludge Process

Published:2003-05 Issue:5 Volume:129 Page:402-411
ISSN:0733-9372
Container-title:Journal of Environmental Engineering
language:en
Short-container-title:J. Environ. Eng.

Author:

Tzeng Chwen-Jeng¹,Iranpour Reza²,Stenstrom Michael K.³

Affiliation:

1. Section Chief, China Engineering Consultants, Inc., 21FL, 185 Hsin-Hai Rd., Taipei, Taiwan 10637.

2. Head, Hyperion Applied Research Group, Bureau of Sanitation, Hyperion Treatment Plant, 12000 Vista del Mar, Playa Del Rey, CA 90293.

3. Professor, Civil and Environmental Engineering Dept., Univ. California Los Angeles, 5714 Boelter Hall, Los Angeles, CA 90095-1598 (corresponding author).

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%282003%29129%3A5%28402%29

Reference31 articles.

1. American Society of Civil Engineers (ASCE). (1991). “A standard for the measurement of oxygen transfer in clean water.” ASCE-1984 New York.

2. Identification of parameters in unsteady open channel flows

3. Bryant R. (1972). “Continuous time simulation of the conventional activated sludge wastewater renovation system.” PhD dissertation Clemson Univ. Clemson S.C.

4. Dynamic modeling and control strategies for the activated sludge process.;Busby J. B.;J. Water Pollut. Control Fed.,1975

5. Clifft R. C. (1980). “A dynamic model for predicting oxygen utilization in activated sludge processes.” PhD dissertation Univ. of Houston Houston.

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