Nitrification and denitrification: biological nitrogen removal and sludge generation at the York River treatment plant

Data from Hampton Roads Sanitation District was used to calculate nitrification and denitrification rates for the A²/O mode (1987) and the VIP mode (1988) of operation. Nitrification and denitrification rates compared to literature values for similar sludge ages. The mean VIP nitrification rate was eight percent less compared to the A²/O mode. Denitrification varied with the amount of nitrate loading to the anoxic zone and the rate of total nitrate recycle. The amount of denitrification that occurred in each zone during the different operations was determined. Process mode variations caused different percentages in each zone. Anaerobic and anoxic denitrification was a linear function of the mass of nitrate recycled to the anoxic zone. Fifty to seventy-five percent of the denitrification took place in the aerobic basin during both process modes, but more aerobic denitrification occurred for the A²/O operation. Secondary clarifier nitrate varied inversely with the nitrate recycle similarly for both process modes. The differences in sludge production between the VIP and A²/O process could be explained by the differences in mean cell residence time.

Name thesis:degree_name

Master of Science

Level thesis:degree_level

masters

Discipline thesis:degree_discipline

Environmental Sciences and Engineering

Department dc:contributor.department

Environmental Sciences and Engineering

Grantor dc:publisher

Virginia Tech

Year dc:date.issued

1995

Author dc:creator

• Mosca, Denise Michele

• wastewater treatment
• Nitrification
• Denitrification
• Biological Nitrogen Removal

Statement dc:rights

• In Copyright

Licence dc:rights.uri

• http://rightsstatements.org/vocab/InC/1.0/

Language dc:language.iso

en

Dc Identifier Other

etd-01102009-063031

OAI identifier oai:identifier

oai:vtechworks.lib.vt.edu:10919/40546