Faculty of Applied Sciences
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Item Evaluation of the effect of influentammonium : nitrite ratio on anammoxreactor efficiency(2020) Gasa, Nomalanga Petronella; Bux, Faizal; Pillai, Sheena Kumari Kuttan; Awolusi, Oluyemi OlatunjiThe anaerobic ammonium oxidation (anammox) process has been recognized as an energy-efficient and cost-effective alternative to the conventional nitrification-denitrification route. The anammox process offers many advantages over the conventional processes such as less oxygen demand, non-requirement of external carbon source, and low operational cost. However, the major limitation of this process is the extremely slow growth rate of anammox bacteria and the need for stringent metabolic and reactor conditions leading to a long start-up period, which hinders its application in wastewater treatment. This study focused on evaluating the effect of key substrates (ammonium and nitrite) on anammox performance (nitrogen (N) removal) and community structure in anaerobic sequencing batch reactors (ASBR). For this, three 1L reactors containing different ammonium: nitrite ratios namely; Reactor 1 (1 NH4 + - N: 1.32 NO2 - -N), Reactor 2 (2 NH4 + -N: 1 NO2 - -N) and Reactor 3 (1 NH4 + -N: 2 NO2 - -N) were operated for 320 days using enriched anammox bacterial seed inoculum. The N removal performance of the reactors was assessed over time based on chemical and microbial analysis. From the results, the highest nitrogen removal efficiency (NRE) was observed in Reactor 3 containing high NO2 - -N (68.1 ± 7.7 %), followed by Reactor 1 containing the reported anammox stoichiometric substrate ratio (66.3 ± 13.3 %) and Reactor 2 containing high NH4 + -N (64.1 ± 7.2 %) on the 320th day of reactor operation. By using different substrate ratios, a significant variation (α= 0.05; P= 0.0004) in NRE in the three reactors was observed. Overall, the observed NO2 - - N (consumed)/NH4 + -N (removed), NO3 - -N (produced)/NH4 + -N (removed) ratios in Reactor 3 (1.38 ± 0.35 and 0.51 ± 0.34) was closer to the reported anammox stoichiometry ratio compared to Reactor 1 (0.88 ± 0.35 and 0.91 ± 0.48) and Reactor 2 (0.69 ± 0.32 and 0.72 ± 0.26) indicating a better anammox enrichment in Reactor 3. The inhibitory impact of free ammonia (FA) and free nitrous acid (FNA) concentration was monitored throughout the operational period. The FA concentration did not have a negative effect on anammox bacteria and AOB since the observed FA inhibitory concentration was below the reported inhibitory concentration of 1700 µg/L for anammox bacteria in all three reactors. As for FNA, Reactor 3 recorded the highest FNA concentrations (27.3 – 27.4 µg HNO2 - -N/L) throughout the study period. This FNA concentration did not negatively affect anammox bacteria on the 170th day, since anammox population was increased. However, long-term exposure resulted in anammox inhibition on the 320th day indicated by reduction of anammox bacteria. Whereas, nitrite oxidising bacteria (NOB) were not negatively affected by the observed FNA concentration, since their activity and growth was observed throughout the operation. As for Reactor 1 and 2, the FNA concentration (5.5 – 5.9 µg HNO2 - -N/L) was below inhibitory concentration on the 170th day. However, on the 320th day, the FNA concentration (6.2 – 7.3 µg HNO2 - -N/L) was above the reported inhibitory value resulting in anammox inhibition. A detailed exploration of the changes in the microbial community structures within the three reactors were studied by quantitative polymerase chain reaction (qPCR), sequencing and phylogenetic analyses. Using qPCR, Reactor 3 (1:2) with high NH4 + -N concentration showed high abundance of anammox bacteria followed by Reactor 2 (2:1) with high NO2 - -N concentration and Reactor 1 (1:1.32) having balanced NH4 + -N: NO2 - -N respectively on the 170th day. Thereafter, a shift from anammox bacteria abundance towards proliferation of AOB and NOB was observed on the 320th day. The AOB population was favoured by the fluctuating DO concentrations (0.39 ± 0.19 – 0.49 ± 0.20 mg/L). High AOB population observed in Reactor 1 (1:1.32) followed by Reactor 3 (1:2) and Reactor 2 (2:1) on 170th and 320th day. The NOB population was high in Reactor 3 (1:2) followed by Reactor 1 (1:1.32) and Reactor 2 (2:1) respectively throughout the operational period. High throughput sequencing analysis further showed a shift in the microbial community structure on 170th day with an increase in phylum Planctomycetes population from 0.76 % to 3.30 % in Reactor 1, 21. 32 % in Reactor 2 and 22.26 % in Reactor 3. The population of Proteobacteria increased from 6.38 % to 6.70 % in Reactor 1, 21.63 % in Reactor 2 and 21.73 % in Reactor 3. On the 320th day, Planctomycetes population decreased drastically to 2.84 %, 0.36 % and 4.91 % in Reactors 1, 2 and 3, respectively. Whereas Proteobacteria population further increased to 28.95 %, 24.15 % and 23.86 % in Reactors 1, 2 and 3, respectively. The Nitrospira population were below 0.10 % on the 170th day, however, an increase was observed on the 320th day from 0.01 % to 2.84 %, 7.38 % and 1.09 % in Reactors 1, 2 and 3, respectively which are in accordance with the qPCR results. In conclusion, different substrate ratios showed a significant influence on the overall N removal performance as well as on the selection of nitrifiers during the initial 170 days of operation. However, the long term operation of the reactors negatively affected the performance as well as community structure irrespective of the ratio used. Furthermore, the intermittent spike in DO and FNA concentrations (above inhibitory levels) could have affected the growth of anammox bacteria adversely. A further study based on continuous reactor operation is recommended for further verification of the results and prediction of unstable reactor episodes and possible process inhibitions in real-time.Item Evaluation of seasonal impacts on nitrifiers and nitrification performance of a full-scale activated sludge system(2016) Awolusi, Oluyemi Olatunji; Bux, Faizal; Sheena Kumari, S.K.Seasonal nitrification breakdown is a major problem in wastewater treatment plants which makes it difficult for the plant operators to meet discharge limits. The present study focused on understanding the seasonal impact of environmental and operational parameters on nitrifiers and nitrification, in a biological nutrient removal wastewater treatment works situated in the midlands of KwaZulu Natal. Composite sludge samples (from the aeration tank), influent and effluent water samples were collected twice a month for 237 days. A combination of fluorescent in-situ hybridization, polymerase chain reaction (PCR)-clone library, quantitative polymerase chain reaction (qPCR) were employed for characterizing and quantifying the dominant nitrifiers in the plant. In order to have more insight into the activated sludge community structure, pyrosequencing was used in profiling the amoA locus of ammonia oxidizing bacteria (AOB) community whilst Illumina sequencing was used in characterising the plant’s total bacterial community. The nonlinear effect of operating parameters and environmental conditions on nitrification was also investigated using an adaptive neuro-fuzzy inference system (ANFIS), Pearson’s correlation coefficient and quadratic models. The plant operated with higher MLSS of 6157±783 mg/L during the first phase (winter) whilst it was 4728±1282 mg/L in summer. The temperature recorded in the aeration tanks ranged from 14.2oC to 25.1oC during the period. The average ammonia removal during winter was 60.0±18% whereas it was 83±13% during summer and this was found to correlate with temperature (r = 0.7671; P = 0.0008). A significant correlation was also found between the AOB (amoA gene) copy numbers and temperature in the reactors (α= 0.05; P=0.05), with the lowest AOB abundance recorded during winter. Sanger sequencing analysis indicated that the dominant nitrifiers were Nitrosomonas spp. Nitrobacter spp. and Nitrospira spp. Pyrosequencing revealed significant differences in the AOB population which was 6 times higher during summer compared to winter. The AOB sequences related to uncultured bacterium and uncultured AOB also showed an increase of 133% and 360% respectively when the season changed from winter to summer. This study suggests that vast population of novel, ecologically significant AOB species, which remain unexploited, still inhabit the complex activated sludge communities. Based on ANFIS model, AOB increased during summer season, when temperature was 1.4-fold higher than winter (r 0.517, p 0.048), and HRT decreased by 31% as a result of rainfall (r - 0.741, p 0.002). Food: microorganism ratio (F/M) and HRT formed the optimal combination of two inputs affecting the plant’s specific nitrification (qN), and their quadratic equation showed r2-value of 0.50. This study has significantly contributed towards understanding the complex relationship between the microbial population dynamics, wastewater composition and nitrification performance in a full-scale treatment plant situated in the subtropical region. This is the first study applying ANFIS technique to describe the nitrification performance at a full-scale WWTP, subjected to dynamic operational parameters. The study also demonstrated the successful application of ANFIS for determining and ranking the impact of various operating parameters on plant’s nitrification performance, which could not be achieved by the conventional spearman correlation due to the non-linearity of the interactions during wastewater treatment. Moreover, this study also represents the first-time amoA gene targeted pyrosequencing of AOB in a full-scale activated sludge is being done.Item Detection and quantification of nitrifying bacteria from South African biological nutrient removal plants(2013-07-30) Ramdhani, Nishani; Bux, Faizal; Pillai, Sheena Kumari KuttanNitrification is a crucial step in biological nutrient removal (BNR) processes, mostly carried out by a group of nitrifying bacteria which includes ammonia-oxidising bacteria (AOB) and nitrite-oxidising bacteria (NOB). Nitrification failure has proven to be a common operational problem in full-scale wastewater treatment plants (WWTP) since nitrifying bacteria are very sensitive to sudden changes in environmental or plant operating conditions. The current investigation was carried out to advance our understanding of the distribution of nitrifying bacterial populations and their performance at three different BNR plants in KwaZulu-Natal, South Africa. The latest molecular techniques such as fluorescent in situ hybridisation (FISH)-confocal scanning laser microscopy (CSLM), polymerase chain reaction (PCR) and real-time quantitative PCR (Q-PCR) were applied to detect and quantify nitrifying bacteria. When using FISH to target the nitrifying population, it necessitated optimising pre-treatment protocols of the samples to improve accuracy during quantification. Sonication was found to be the superior method of dispersion based on the least disruption of nitrifier cell integrity, irrespective of the sludge type. The effect of plant configurations and wastewater characteristics on the distribution of the nitrifying bacterial population and subsequently on the nitrification performance was evaluated using FISH and PCR. FISH results revealed the dominance of Nitrosomonas (AOB), Nitrobacter (NOB) and Nitrospira (NOB) for all BNR plants. The 16S rRNA analysis of PCR products using genus-specific primers, revealed the presence of more than one species of the same group at these plants. Nitrosomonas spp. including Nitrosomonas halophila, Nitrosomonas eutropha, Nitrosomonas europaea, Nitrosomonas aestuarii and an unidentified Nitrosomonas spp. were found to dominate among the AOB and Nitrobacter vulgaris, Nitrobacter alkalicus, Nitrobacter hamburgensis and an unidentified Nitrobacter spp. were the dominant species for NOB. Among these species, Nitrosomonas aestuarii, Nitrosomonas europaea, Nitrobacter hamburgensis were detected only from the industrial wastewater samples. The efficiency of two commonly used techniques viz., FISH and Q-PCR for the detection of nitrifiers from WWTP were also studied and compared, specifically targeting Nitrobacter sp. Even though there were slight variations in the quantification results, changes in the Nitrobacter community at these plants were consistent for both FISH and Q-PCR results. Both techniques have their own limitations and advantages. This study has helped to add to the platform of understanding the distribution and activity of nitrifying bacteria by correlating population dynamics with the operational parameters at full-scale level. The observations made in this study will assist researchers and engineers to minimise future nitrification failure at full-scale BNR plants. This study also confirmed the highly complex activities of wastewater treatment processes, which is dependant on a number of factors. Specific AOB or NOB predominant in wastewater rather suggests that the wastewater type and characteristics may contribute to significantly different microbial environments. Among the AOB, Nitrosomonas dominated at all BNR plants throughout the study period and for NOB both Nitrobacter and Nitrospira were found in significant numbers but their dominance varied across the plants. These dissimilar, distinct distribution patterns could be attributed to their environment which in turn impacted on the nitrification performance of the system. It was also noted that the co-existence of more than one group of these communities at the same plant could help the plant escape complete functional failures such as nitrification, due to sudden changes in temperature and substrate concentrations, as this function can be performed by different groups. Although it would have been meritorious to conduct a nitrogen balance in this study, this was not possible since the research focused on full-scale systems.