TY - JOUR
T1 - Nitrification-denitrification biological treatment of a high-nitrogen waste stream for water-reuse applications
AU - Jackson, W. Andrew
AU - Morse, Audra
AU - McLamore, Eric
AU - Wiesner, Ted
AU - Xia, Shu
PY - 2009
Y1 - 2009
N2 - This research was conducted to evaluate the use of biological nitrification-denitrification systems as pre-processors for recycling wastewater to potable water in support of space exploration. A packed-bed bioreactor and membrane-aerated nitrification reactor were operated in series with a 10:1 recycle ratio over varying loading rates. The dissolved organic carbon (DOC) removal exceeded 80% for all loading rates (θ = 1 to 6.8 days), while total nitrogen removal generally increased with decreasing retention time, with a maximum removal of 55%. The degree of nitrification generally declined with decreasing retention time from a high of 80% to a low of 60%. Maximum DOC and total nitrogen volumetric removal rates exceeded 1000 and 800 g/m3 · d, respectively, and maximum nitrification volumetric conversion rates exceeded 300 g/m3 · d. At low hydraulic loading rates, the system was stoichiometrically limited, while kinetic limitations dominated at high hydraulic loading rates. Incomplete nitrification occurred at high loading rates, likely as a result of the high pH and large concentrations of ammonia.
AB - This research was conducted to evaluate the use of biological nitrification-denitrification systems as pre-processors for recycling wastewater to potable water in support of space exploration. A packed-bed bioreactor and membrane-aerated nitrification reactor were operated in series with a 10:1 recycle ratio over varying loading rates. The dissolved organic carbon (DOC) removal exceeded 80% for all loading rates (θ = 1 to 6.8 days), while total nitrogen removal generally increased with decreasing retention time, with a maximum removal of 55%. The degree of nitrification generally declined with decreasing retention time from a high of 80% to a low of 60%. Maximum DOC and total nitrogen volumetric removal rates exceeded 1000 and 800 g/m3 · d, respectively, and maximum nitrification volumetric conversion rates exceeded 300 g/m3 · d. At low hydraulic loading rates, the system was stoichiometrically limited, while kinetic limitations dominated at high hydraulic loading rates. Incomplete nitrification occurred at high loading rates, likely as a result of the high pH and large concentrations of ammonia.
KW - Biological pretreatment
KW - Denitrification
KW - Nitrification
KW - Water reuse
UR - http://www.scopus.com/inward/record.url?scp=66149104526&partnerID=8YFLogxK
U2 - 10.2175/106143008X370485
DO - 10.2175/106143008X370485
M3 - Article
C2 - 19445332
AN - SCOPUS:66149104526
SN - 1061-4303
VL - 81
SP - 423
EP - 431
JO - Water Environment Research
JF - Water Environment Research
IS - 4
ER -