Chemical Oxygen Demand and the Mechanism of Excess Sludge Reduction in an Oxic-Settling-Anaerobic Activated Sludge Process

Author:

An Kyoung-jin12,Chen Guang-hao12

Affiliation:

1. Dept. of Civil and Urban Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen University Town, Xili, Shenzhen 518055, People’s Republic of China, and Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, People’s Republic of China (corresponding author). E-mail: kjan@hitsz.edu.cn

2. Dept. of Civil and Urban Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen University Town, Xili, Shenzhen 518055, People’s Republic of China, and Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference40 articles.

1. Reduction of sludge by ozone treatment and production of carbon source for denitrification;Ahn K. H.;Water Sci. Technol.,2002

2. An K. J. (2004). “Reduction of excess sludge in an OSA process.” Ph.D. dissertation Hong Kong Univ. of Science and Technology Hong Kong.

3. An K. J. and Chen G. H. (2002). “Modified activated sludge system with sludge holding tank to minimize excess sludge production.” Proc. IWA World Water Congress Environ.

4. Possible cause of excess sludge reduction in an oxic-settling-anaerobic activated sludge process (OSA process)

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