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[en] TREATMENT OF EFFLUENTS CONTAINING FREE CYANIDE THROUGH THE SYSTEM H2O2/UV / [pt] TRATAMENTO DE EFLUENTES CONTENDO CIANETO LIVRE ATRAVÉS DO SISTEMA H2O2/UVADRIANA CINOPOLI GONCALVES 10 March 2005 (has links)
[pt] O presente trabalho teve como objetivo estudar o tratamento
de efluentes contendo cianeto livre através do sistema
H2O2/UV e selecionar as condições operacionais mais
adequadas para uma maior eficiência do processo. Para isso,
foram empregadas soluções sintéticas de KCN com
características de pH e concentração similares às condições
de um efluente industrial real. O fotorreator utilizado nos
testes de oxidação foi um reator cilíndrico de seção
anular, equipado com uma lâmpada de baixa pressão de 28 W
concêntrica com emissão em 254 nm, onde a solução ficava
diretamente em contato com a mesma. Este fotorreator foi
acoplado a um sistema de refrigeração que mantinha a
temperatura de operação em 25oC.As variáveis avaliadas
foram concentração inicial de cianeto em solução, pH
inicial da solução, potência de UV irradiada e razão molar
[H2O2]/[CN-]. Para soluções contendo uma concentração
inicial de cianeto igual a 100 ppm, foi possível atingir
uma eficiência remoção de 99,9 por cento em 25 minutos, em pH igual
a 9,5, com uma razão molar [H2O2]:[CN-] igual a 3. Para
efluentes contendo uma concentração inicial de cianeto
igual a 300 ppm, nas mesmas condições operacionais,
alcançou-se a mesma eficiência em 30 minutos. / [en] The present work had the objective of studying the
treatment of effluents containing free cyanide through the
system H2O2/UV, and of selecting the best operational
conditions for best efficiency of the process. For that, it
was employed synthetic solutions of KCN with
characteristics of pH and concentration similar to those of
a real effluent. The photoreactor employed in the oxidation
tests was a cylindrical reactor of annular section,
equipped with a concentrical low pressure lamp of 28 W with
emission in 254 nm, where the solution was in direct
contact with the lamp. This photoreactor was coupled with a
cooling system which kept the operation temperature at
25oC. The evaluated variables were initial cyanide
concentration in solution, initial pH of the solution,
power of radiated UV and molar ratio [H2O2]/[CN-]. For
solutions containing an initial concentration of cyanide
equal to 100 ppm, it was possible to reach a removal
efficiency of 99.9 per cent in 25 minutes, in pH equal to 9.5, with
a molar ratio of [H2O2]:[CN-] equal to 3. For effluents
containing an initial concentration of cyanide equal to 300
ppm, at the same operational conditions, it was possible to
achieve the same removal efficiency in 30 minutes.
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Metabolic network modelling of nitrification and denitrification under cyanogenic conditionsMpongwana, Ncumisa January 2019 (has links)
Thesis (PhD (Chemical Engineering))--Cape Peninsula University of Technology, 2019 / Simultaneous nitrification and aerobic denitrification (SNaD) is a preferred method for single stage total nitrogen (TN) removal, which was recently proposed to improve wastewater treatment plant design. However, SNaD processes are prone to inhibition by toxicant loading with free cyanide (CN-) possessing the highest inhibitory effect on such processes, rendering these processes ineffective. Despite the best efforts of regulators to limit toxicant disposal into municipal wastewater sewage systems (MWSSs), free cyanide (CN-) still enters MWSSs through various pathways; hence, it has been suggested that CN- resistant or tolerant microorganisms be utilized for processes such as SNaD. To mitigate toxicant loading, organisms in SNaD have been observed to adopt a multiphase growth strategy to sequentially degrade CN- during primary growth and subsequently degrade TN during the secondary growth phase. However, CN- degrading microorganisms are not widely used for SNaD in MWSSs due to the inadequate application of suitable microorganisms (Chromobacterium violaceum, Pseudomonas aeruginosa, Thiobacillus denitrificans, Rhodospirillum palustris, Klebsiella pneumoniae, and Alcaligenes faecalis) commonly used in single-stage SNaD.
The use of CN- degrading or resistant microorganisms for SNaD is a cost-effective method compared to the use of other methods of CN- removal prior to TN removal, as they involve multi-stage systems (as currently observed in MWSSs). The use of CN- degrading microorganisms, particularly when used as a consortium, presents a promising and sustainable resolution to mitigate inhibitory effects of CN- in SNaD. However, SNaD is known to be completely inhibited by CN- thus it is imperative to also study some thermodynamic parameters of SNaD under high CN- conditions to see the feasibility of the process. The Gibbs free energy is significant to understand the feasibility of SNaD, it is also vital to study Gibbs free energy to determine whether or not the biological reaction is plausible. The relationship between the rate of nitrification and Gibbs free energy was also investigated.
The attained results showed that up to 37.55 mg CN-/L did not have an effect on SNaD. The consortia degraded CN- and achieved SNaD, with degradation efficiency of 92.9 and 97.7% while the degradation rate of 0.0234 and 0.139 mg/L/hr for ammonium-nitrogen (NH4-N) and CN- respectively. Moreover, all the free Gibbs energy was describing the individual processes were found to be negative, with the lowest Gibbs free energy being -756.4 and -1830.9 Kcal/mol for nitritation and nitratation in the first 48 h of the biological, reaction respectively. Additionally, a linear relationship between the rate of NH4-N and nitrite-nitrogen (NO2-N) degradation with their respective Gibbs free energy was observed. Linear model was also used to predict the relationship between NH4-N, NO2-N degradation and Gibbs free energy. These results obtained showed a good correlation between the models and the experimental data with correlation efficiency being 0.94 and 0.93 for nitritation, and nitratation, respectively. From the results found it can be deduced that SNaD is plausible under high cyanide conditions when cyanide degrading or tolerant microorganisms are employed. This can be a sustainable solution to SNaD inhibition by CN- compounds during wastewater treatment.
Furthermore, a single strain was purified from the consortium and identified as Acinetobacter courvalinii. This bacterial strain was found to be able to perform sequential CN- degradation, and SNaD; an ability associated with multiphase growth strategy of the microorganism when provided with multiple nitrogenous sources, i.e. CN- and TN. The effect of CN- on nitrification and aerobic denitrification including enzyme expression, activity and protein functionality of Acinetobacter courvalinii was investigated. It was found that CN- concentration of up to 5.8 mg CN-/L did not affect the growth of Acinetobacter courvalinii. In cultures whereby the A. courvalinii isolate was used, degradation rates of CN- and NH4-N were found to be 2.2 mg CN-/L/h and 0.40 mg NH4-N/L/h, respectively. Moreover, the effect of CN- on NH4-N, nitrate-nitrogen (NO3-N) and NO2-N oxidizing enzymes was investigated, with findings indicating CN- did not affect the expression and activity of ammonia monooxygenase (AMO), but affected the activity of nitrate reductase (NaR) and nitrite reductase (NiR). Nevertheless, a slow decrease in NO2-N was observed after the addition of CN- thus confirming the activity of NaR and the activation of the denitrification pathway by the CN-. Moreover, five models’ (Monod, Moser, Rate law, Haldane, and Andrew’s model) ability to predict SNaD under CN- conditions, indicated that only Rate law, Haldane and Andrew’s models, were suited to predict both SNaD and CN- degradation. Due to low degradation rates of NH4-N and CN-, optimization of SNaD was essential. Therefore, response surface methodology was used to optimize the SNaD under CN- conditions.
The physiological parameters that were considered for optimization were temperature and pH; with the result showing that the optimum for pH and temperature was 6.5 and 36.5oC respectively, with NH4-N and CN- degradation efficiency of 50 and 80.2%, respectively. Furthermore, the degradation kinetics of NH4-N and CN- were also studied under the optimum conditions in batch culture reactors, and the results showed that up to 70.6% and 97.3% of NH4-N and CN- were simultaneously degraded with degradation rates of 0.66 and 0.41 mg/L/h, respectively. The predictive ability of RSM was further compared with cybernetic models, and cybernetic models were found to better predict SNaD under CN- conditions. These results exhibited a promising solution in the management of inhibition effected of CN- towards SNaD at an industrial scale.
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