Evaluation of WAS reduction efficiency using kinetic parameters in pilot-scale SBR operated with anaerobic sludge holding tank

Water Science and Technology

Volumn 67, Issue 12, 2013, Pages 2838-2844

  Nam, Duck Hyun ^a   Kang, Ki Hoon ^a  

^a Daelim Industrial Co Ltd   (South Korea)

Author keywords

Kinetic parameter; SBR; Sludge holding tank; Sludge reduction

Indexed keywords

AMMONIA CONCENTRATIONS; BIOLOGICAL NUTRIENT REMOVAL; HOLDING TANK; MIXED LIQUOR SUSPENDED SOLIDS CONCENTRATION; SBR; SLUDGE BLANKET REACTORS; SLUDGE REDUCTION; SLUDGE RETENTION TIME;

BIOLOGICAL WATER TREATMENT; EFFLUENTS; KINETIC PARAMETERS; MICROORGANISMS; PILOT PLANTS; TANKS (CONTAINERS); WATER QUALITY;

SLUDGE DISPOSAL;

AMMONIA; PHOSPHORUS;

AMMONIA; BIOREACTOR; CONCENTRATION (COMPOSITION); ENDOGENOUS GROWTH; METABOLISM; MICROBIAL ACTIVITY; OPTIMIZATION; PARAMETERIZATION; RETENTION; WASTE DISPOSAL; WATER QUALITY;

ARTICLE; KINETICS; METABOLISM; SLUDGE; SLUDGE BLANKET REACTOR; SUSPENDED PARTICULATE MATTER; TEMPERATURE; WASTE WATER; WASTE WATER MANAGEMENT; WATER QUALITY;

ANAEROBIOSIS; BIOREACTORS; KINETICS; PILOT PROJECTS; SEWAGE; WASTE DISPOSAL, FLUID;

EID: 84880004813     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.2166/wst.2013.209     Document Type: Article

References (11)

1. Chen, G. H., Saby, S. & Mo, M. H. M. 2001 New approaches to minimize excess sludge in activated sludge system. Water Sci. Technol. 44 (10), 203 - 208.
2. Chen, G. H., An, K. J., Saby, S., Brois, E. & Djafer, M. 2003 Possible cause of excess sludge reduction in an oxic-settlinganaerobic activated sludge process (OSA process). Water Res. 37 (16), 3855 - 3866.
3. Chudoba, P., Chevalier, J. J., Chang, J. & Chpdeville, B. 1991 Effect of anaerobic stabilization of activated sludge on its production under batch conditions at various S01X0 ratio. Water Sci. Technol. 23, 9 17 - 926.
4. Chudoba, P., Chudoba, J. & Capdeville, B. 1992a The aspect of energetic uncoupling of microbial growth in the activated sludge process: OSA system. Water Sci. Technol. 26 (9 - 11), 2477 - 2480.
5. Chudoba, P., Chpdeville, B. & Chudoba, J. 1992b Explanation of biological meaning of the S01X0 ratio in batch cultivation. Water Sci. Technol. 26 (3 - 4), 743 - 75 1.
6. Datta, T., Liu, Y. & Goel, R. 2009 Evaluation of simultaneous nutrient removal and sludge reduction using laboratory scale sequencing batch reactors. Chemosphere 76, 697 - 705.
7. KMOE (Korea Ministry of Environment) 2011 Inland Treatment Countermeasure Against Ocean Disposal of Wastewater Sludge. KMOE, Seoul, Republic of Korea (in Korean).
8. Low, E. W. & Chase, H. A. 1999 Review paper: reducing reduction of excess biomass during wastewater treatment Water Res. 33 (5), 1119 - 1132.
9. Nam, D. H. 2008 Characteristics of Sludge Reduction and Denitrification in Intermittent Aeration-settling-anaerobic (ISA) Treatment Process. PhD thesis, University of Seoul, Seoul, Republic of Korea.
10. Ødeggard, H. 2004 Sludge minimization technologies - an overview. Water Sci. Technol. 49 (10), 3 1 - 40.
11. Yang, X. F., Xie, M. L. & Liu, Y. 2003 Metabolic uncouplers reduce excess sludge production in an activated sludge process. Process Biochem. 38, 1373 - 1377.