Retrofitting a Roughing Filter/Activated Sludge Plant for Continuous Ammonia Removal (<1 mg/L)

2018 ◽  
Vol 2018 (5) ◽  
pp. 404-410
Author(s):  
Matt Kallerud ◽  
Ken Cook
Keyword(s):  
Activated Sludge ◽  
Ammonia Removal

Modeling ammonia removal in aerated facultative lagoons

2005 ◽  
Vol 51 (12) ◽  
pp. 139-142 ◽  
Author(s):  
C.D. Houweling ◽  
L. Kharoune ◽  
A. Escalas ◽  
Y. Comeau
Keyword(s):  
Seasonal Variation ◽  
Activated Sludge ◽  
Water Column ◽  
Bacterial Growth ◽  
Organic Material ◽  
Mechanistic Model ◽  
Ammonia Removal ◽  
Stirred Tank ◽  
Tank Reactor ◽  
Continuously Stirred Tank Reactor

A mechanistic model has been developed to model ammonia removal in aerated facultative lagoons. Flow is modeled through the water column by a continuously stirred tank reactor and exchanges between the sludge layer and the water column are simulated by a solids separator. The biological model is based on an activated sludge model with reactions added for anaerobic bacterial growth and degradation of inert organic material. Results show that the model is able to predict seasonal variation in ammonia removal as well as sludge accumulation in the lagoons.

Improvement of ammonia removal in activated sludge process with feedforward-feedback aeration controllers

2006 ◽  
Vol 53 (4-5) ◽  
pp. 125-132 ◽  
Author(s):  
Darko Vrečko ◽  
Nadja Hvala ◽  
Aljaž Stare ◽  
Olga Burica ◽  
Marjeta Stražar ◽  
...  
Keyword(s):  
Activated Sludge ◽  
Pilot Plant ◽  
Pi Controller ◽  
Ammonia Removal ◽  
Activated Sludge Process ◽  
Aerobic Reactor

In the paper three linear aeration controllers that can be easily implemented are presented and evaluated on the activated sludge process pilot plant. Controllers differ according to the information that is used about the process, which can be oxygen in the last aerobic reactor, ammonia in the last aerobic reactor and ammonia in the influent. The aeration controllers that are addressed are: oxygen cascade PI controller, ammonia cascade PI controller and ammonia feedforward-cascade PI controller. Experiments show that, in comparison with the oxygen cascade PI controller, the ammonia cascade PI controller allows better control of effluent ammonia and airflow savings of around 23%, while the ammonia feedforward-cascade PI controller gives the best reduction of ammonia peaks and can save up to 45% of the airflow.

scholarly journals ComammoxNitrospiraare the dominant ammonia oxidizers in a mainstream low dissolved oxygen nitrification reactor

2018 ◽  
Author(s):  
Paul Roots ◽  
Yubo Wang ◽  
Alex F. Rosenthal ◽  
James S. Griffin ◽  
Fabrizio Sabba ◽  
...  
Keyword(s):  
Dissolved Oxygen ◽  
Activated Sludge ◽  
Removal Rate ◽  
Ammonia Removal ◽  
Biological Nutrient Removal ◽  
Ammonia Oxidizing Bacteria ◽  
Ammonia Oxidizers ◽  
Total Abundance ◽  
Low Dissolved Oxygen ◽  
Activated Sludge Processes

AbstractRecent findings show that a subset of bacteria affiliated withNitrospira, a genus known for its importance in nitrite oxidation for biological nutrient removal applications, are capable ofcompleteammoniaoxidation (comammox) to nitrate. Early reports suggested that they were absent or present in low abundance in most activated sludge processes, and thus likely functionally irrelevant. Here we show the accumulation of comammoxNitrospirain a nitrifying sequencing batch reactor operated at low dissolved oxygen (DO) concentrations. Actual mainstream wastewater was used as influent after primary settling and an upstream pre-treatment process for carbon and phosphorus removal. The ammonia removal rate was stable and exceeded that of the treatment plant’s parallel full-scale high DO nitrifying activated sludge reactor. 16S rRNA sequencing showed a steady accumulation ofNitrospirato 53% total abundance and a decline in conventional ammonia oxidizing bacteria to <1% total abundance over 400+ days of operation. After ruling out other known ammonia oxidizers, qPCR confirmed the accumulation of comammoxNitrospirabeginning around day 200, to eventually comprise 94% of all detectedamoAand 4% of total bacteria by day 407. Quantitative fluorescence in-situ hybridization confirmed the increasing trend and high relative abundance ofNitrospira. These results demonstrate that comammox can be metabolically relevant to nitrogen transformation in wastewater treatment, and can even dominate the ammonia oxidizing community. Our results suggest that comammox may be an important functional group in energy efficient nitrification systems designed to operate at low DO levels.

Comparison of A2/O and Membrane Bioreactor Processes for Municipal Wastewater Treatment: Nutrient Removal Performance and Sludge Characteristics

2011 ◽  
Vol 356-360 ◽  
pp. 1647-1654
Author(s):  
Rong Chang Wang ◽  
Shu Peng Si ◽  
Dian Hai Yang ◽  
Jian Fu Zhao
Keyword(s):  
Activated Sludge ◽  
Uptake Rate ◽  
Phosphorus Removal ◽  
Municipal Wastewater ◽  
Pilot Scale ◽  
Ammonia Removal ◽  
Municipal Wastewater Treatment ◽  
Nitrogen And Phosphorus ◽  
Nitrogen And Phosphorus Removal ◽  
The Difference

The performance of nitrogen and phosphorus removal was investigated in pilot-scale A2/O, A2/O-MBR and mA2/O-MBR processes for treating municipal wastewater. The results show that these processes had a similar COD and ammonia removal efficiency, but A2/O process had better denitrification efficiency than MBR processes. In order to explain the difference of nitrogen and phosphorus removal performance in the investigated processes, specific oxygen uptake rate (SOUR), specific denitrification rate (SDNR), anaerobic release rate and anoxic and aerobic uptake rate of the activated sludge taken from A2/O and mA2/O-MBR processes were compared. The results show that the activated sludge of mA2/O-MBR process had a higher nitrifying activity in aerobic tank than A2/O process, the denitrifying activity in anoxic tanks were roughly equal and A2/O process had a higher denitrifying phosphorus removal activity in anoxic tank than mA2/O-MBR process.

Inhibitory effect of triclosan and nonylphenol on respiration rates and ammonia removal in activated sludge systems

2008 ◽  
Vol 70 (2) ◽  
pp. 199-206 ◽  
Author(s):  
Athanasios S. Stasinakis ◽  
Daniel Mamais ◽  
Nikolaos S. Thomaidis ◽  
Elena Danika ◽  
Georgia Gatidou ◽  
...  
Keyword(s):  
Activated Sludge ◽  
Inhibitory Effect ◽  
Ammonia Removal ◽  
Respiration Rates ◽  
Activated Sludge Systems

Linking nitrification characteristic and microbial community structures in integrated fixed film activated sludge reactor by high-throughput sequencing

2016 ◽  
Vol 74 (6) ◽  
pp. 1354-1364 ◽  
Author(s):  
Bin Dong ◽  
Jie Tan ◽  
Yang Yang ◽  
Zishan Pang ◽  
Zhongtian Li ◽  
...  
Keyword(s):  
Microbial Community ◽  
Activated Sludge ◽  
Ammonia Removal ◽  
16S Rrna Genes ◽  
Rrna Genes ◽  
Nitrifying Bacteria ◽  
Ammonia Oxidizing Bacteria ◽  
Community Structures ◽  
Microbial Community Structures ◽  
Fixed Film

The primary goal of this study is to investigate ammonia removal, abundance of nitrifying bacteria and microbial community structures in a laboratory-scale integrated fixed film activated sludge (IFAS) reactor. The results of Illumina MiSeq sequencing based on 16S rRNA genes showed Proteobacteria and Bacteroidetes were the dominant phyla in both biofilm and suspended sludge samples in the IFAS reactor. The dominant ammonia-oxidizing bacteria (AOB) species was Nitrosomonas and the dominant nitrite-oxidizing bacteria species was Nitrospira. The contribution of biofilm to ammonia removal increased from 4.0 ± 0.9% to 37.0 ± 2% when the temperature decreased from 25 °C to 10 °C. The real-time polymerase chain reaction (PCR) result showed the abundance of AOB in suspended sludge was higher than that in biofilm at the same time. However, nitrification is more dependent on attached growth than on suspended growth in the IFAS reactor at 15 °C and 10 °C and the abundance of AOB in biofilm was also higher than that in suspended sludge. The more robust ammonia removal rate at low temperatures by biofilm contributed to the relatively stable ammonia removal, and biofilm attached on carriers in the IFAS reactor is advantageous for nitrification in low-temperature environment.

Anammox bacteria enrichment and characterization from municipal activated sludge

2011 ◽  
Vol 64 (7) ◽  
pp. 1428-1434 ◽  
Author(s):  
J. C. Araujo ◽  
A. C. Campos ◽  
M. M. Correa ◽  
E. C. Silva ◽  
M. H. Matté ◽  
...  
Keyword(s):  
Activated Sludge ◽  
Batch Reactor ◽  
Phase 1 ◽  
Treatment Plant ◽  
Ammonia Removal ◽  
Anammox Bacteria ◽  
Fish Analysis ◽  
Relative Population ◽  
N Concentration ◽  
Anammox Activity

A sustainable option for nitrogen removal is the anaerobic ammonium-oxidizing (anammox) process in which ammonium is oxidized to nitrogen gas with nitrite as electron acceptor. Application of this process, however, is limited by the availability of anammox biomass. In this study, two Brocadia-like anammox phylotypes were successfully enriched, detected and identified from an activated sludge taken from a domestic wastewater treatment plant (Minas Gerais, Brazil) employing a Sequencing Batch Reactor (SBR). The dominant phylotype was closely related to ‘Candidatus Brocadia sinica’, but one clone seemed to represent a novel species for which we propose the name ‘Candidatus Brocadia brasiliensis’. Based on Fluorescence in situ hybridization (FISH) analysis, this enrichment led to a relative population size of 52.7% (±15.6) anammox bacteria after 6 months of cultivation. The cultivation process can be divided into three phases: phase 1 (approximately 25 days) was characterized by heterotrophic denitrification metabolism, phase 2 was the propagation phase and phase 3 (from the 87th day onwards), in which significant anammox activity was detected. A long-term performance of the SBR showed a near perfect removal of nitrite based on the influent NO2−-N concentration of 61–95 mg L−1. The average ammonia removal efficiency was 90% with the influent NH4+-N concentration of 55–82 mg L−1. Therefore, anammox cultivation and enrichment from activated sludge was possible under a controlled environment within 3 months.

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