LUO Yahong, LI Dong, BAO Linlin, et al. Shortcut nitrification and denitrifying phosphorus removal in improved A2/O technique with long SRT[J]. CIESC Journal, 2014, (12): 4985-4996. DOI: 10.3969/j.issn.0438-1157.2014.12.046.
DOI:
LUO Yahong, LI Dong, BAO Linlin, et al. Shortcut nitrification and denitrifying phosphorus removal in improved A2/O technique with long SRT[J]. CIESC Journal, 2014, (12): 4985-4996. DOI: 10.3969/j.issn.0438-1157.2014.12.046.DOI:
Shortcut nitrification and denitrifying phosphorus removal in improved A2/O technique with long SRT
Aiming at solving the contradiction of sludge retention time (SRT) between nitrification and dephosphorization
and enhancing the simultaneous nitrogen (N) and phosphorus (P) removal efficiency of the low C/N (P) ratio domestic sewage in the traditional A2/O process
an improved A2/O technique with long SRT was developed. The novel process could select and strengthen the activated sludge
and enrich the denitrifying phosphorus accumulating organisms (DPAO) with long SRT effectively. After washing out nitrite oxidizing bacteria (NOB)
the reactor ran under the condition of SRT=19.6 d
and sludge concentration (MLSS)=5.5 g·L-1
hydraulic retention time (HRT)=8.2 h
sludge return ratio (R)=90%
nitrated liquid reflux ratio (r)=250%
dissolved oxygen (DO)=1.5—0.3 mg·L-1 for the A2/O zone. HRT=4 h
aeration cycle was 1 h
aeration time was 1 min (DO=0.3—0.5 mg·L-1) and settling time was 59 min for the intermittent aeration zone. Average removal rate of COD
NH4+-N
TP and TN reached 88.71%
99.2%
93.77% and 89.52% respectively
nitrosation rate (NO2--N/NOx--N) was up to 97.2%
and DPAO/PAO ratio in sludge was 95.5%
and the final effluent met the first class level A of the GB 18918—2002 standard. It was found that about 72.96% of COD in sewage was utilized by DPAO for PHA production to accumulate P
15.75% of COD was consumed by heterotrophic denitrifying bacteria
and about 41.96% and 31.31% of N were wiped off through phosphorus removal and heterotrophic denitrifying. The discharged sludge was mainly composed of the biomass of DPAO and denitrifying bacteria
accounting for 82.74% and 17.24% respectively. The technique could reduce 58.76% of carbon source consumption and 44.6% of sludge discharge comparing to the traditional nitrogen phosphorus removal pathway.
Effect of additional carbon sources on nitrogen and phosphorus removal characteristics in A2/O-BCO process
Effect of endogenous denitrification rate of domesticated GAOs on NO2--N and NO3--N
Effect of nitrification duration distribution ratio in N-SBR unit on performance of A2N2 system operation
Enhancement of partial nitrification performance of aerobic granular sludge by coordinating C/N loading rate
Startup and stability of A2N2 double sludge system denitrifying phosphorus removal process
Related Author
SUN Yawen
ZHANG Jianhua
PENG Yongzhen
WANG Shuying
JIA Shuyuan
WANG Shuying
ZHAO Ji
LI Xiyao
Related Institution
National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology
National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology
National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing, Beijing University of Technology
School of Environmental Science and Technology, Suzhou University of Science and Technology
Jiangsu High Education Collaborative Innovation Center of Water Treatment Technology and Material