BCM Municipal Wastewater Advanced Treatment New Technology

Article Preview

Abstract:

BCM (Biology Cilium Magnetic) technology is a kind of municipal wastewater advanced treatment technology. By using high elastic cilia filler in the oxygen unit, the volume loading of oxygen unit has been greatly increased, and more solubility pollutants could be removed in the oxygen unit. The total phosphorus and suspended substance are deeply removed by magnetic separation coagulation system. The effect of BCM technology is that all pollutants indexes could reach to the first level A standard of GB18918-2002. BCM technology is suitable for AA/O, oxidation ditch and SBR process which needs to be upgraded from the first level B to the first level A standard. The high elastic cilia filler in oxygen unit doesn’t require extra land and extra air. The magnetic separation coagulation system only needs very small land. So BCM technology is suitable for municipal wastewater treatment in China.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1033-1038

Citation:

Online since:

February 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Ministry of Housing and Urban-Rural Development of the People`s Republic of China. The construction and operation bulletin about the national municipal wastewater treatment facilities in the fourth quarter of 2011. Beijing(2012).

Google Scholar

[2] Discharge standard of pollutants for municipal wastewater treatment plant. Beijing(2002).

Google Scholar

[3] Gao Tingyao, Xia Siqing, Zhou Zengyan. Summary on the Technologies of Biological Nitrogen and Phosphorus Removal from Municipal Wastewater, J. Environmental science. 20(1999) 109-111.

Google Scholar

[4] Anthonisen A C, Loehr R C, Parkasam T B S. Inhibition of nitrification by ammonia and nitrious acid, J. JW at Pollut Control Fed. 48(1976) 65-71.

Google Scholar

[5] Baeza JA, GabrielD, Lafuente J. Effectof internal recycle on the nitrogen removal efficiency of an anaerobic/anoxic/oxic (A2/O) wastewater treatmentplant (WWTP), J. Process Biochemistry, 39(2004) 1615-1624.

DOI: 10.1016/s0032-9592(03)00300-5

Google Scholar

[6] Guo JH, Peng Y Z, Yang Q, et al. The characteristics of the pulsed SBR for advanced nitrogen removal of municipal wastewater, J. China Environmental Science. 27(2007) 62-66.

Google Scholar

[7] Qiu Shenchug, Ding Tangtang. Section water biological dephosphorization denitrification process, J. China water & wastewater. 19(2003) 32-35.

Google Scholar

[8] Carrio L, Streett F, Mahoney K, et al. Practical considerallon for design of a step-feed biological nutnent removal system. Proceedings of 73rd Annual Conference and Exposition USA: Anaheim, Califormia, (2000).

Google Scholar

[9] BerendsD, Salem S, van derRoestH, etal. Boosting nitrification with the BABE technology, J. Water Sci Technology. 52(2005) 63-70.

DOI: 10.2166/wst.2005.0088

Google Scholar

[10] Meyer RL, ZengR J, GiuglianoV, et al. Challengesfor simultaneous nitrification, denitrification, and phosphorus removal in microbial aggregates: mass transfer limitation and nitrous oxide production, J. FEMSMicrobiology Ecology. 52(2005) 329-338.

DOI: 10.1016/j.femsec.2004.11.011

Google Scholar