2009
DOI: 10.1016/j.biortech.2009.02.019
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Development of a second-generation environmentally superior technology for treatment of swine manure in the USA

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Cited by 81 publications
(63 citation statements)
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“…In this case, the molar ratio of Ca:P did not change significantly at both pH conditions. The high TP and SP removal efficiency as well as the Ca(OH) 2 consumption was consistent with other reported values for similar treatments (after buffer reduction with biological treatment) applied to livestock effluents [21,24,25]. Variations in Ca(OH) 2 consumption and phosphorus removal efficiency are caused by the presence of NH + 4 and CO 2− 3 in the effluent [20,26].…”
Section: Phosphorus Removalsupporting
confidence: 91%
“…In this case, the molar ratio of Ca:P did not change significantly at both pH conditions. The high TP and SP removal efficiency as well as the Ca(OH) 2 consumption was consistent with other reported values for similar treatments (after buffer reduction with biological treatment) applied to livestock effluents [21,24,25]. Variations in Ca(OH) 2 consumption and phosphorus removal efficiency are caused by the presence of NH + 4 and CO 2− 3 in the effluent [20,26].…”
Section: Phosphorus Removalsupporting
confidence: 91%
“…Finally, in Case 1, the NDN plant destroyed Salmonella and reduced E. coli by 2.2 log 10 , although the treatment was less efficient in reducing this pathogen (Table 2). Similar results were obtained by Vanotti et al (2009), recording a pathogen reduction of 2.6 log 10 in the biological N treatment.…”
Section: Pathogen Reductionsupporting
confidence: 86%
“…Moreover, decreasing the organic carbon contained in the liquid fraction reduced aeration requirements in the subsequent NDN reactor, since oxygen was used more efficiently to convert NH 4 + -N into NO 3 --N rather than being used to break down organic compounds. The financial cost of the overall system was thus reduced (Vanotti et al, 2009). Finally, implementing the aerobic treatment for manure management led to a total annual greenhouse gas (GHG) emission reduction of approximately 65 % (Figure 9).…”
Section: Resultsmentioning
confidence: 99%
“…Os resultados DQO (Figura 4A) do efluente bruto, entrada e saída do flotodecantador no período pré otimização, demonstraram 46% de remoção sendo que, após a otimização em laboratório, esta eficiência aumentou para 58%. Referido incremento da eficiência também está associado à melhora do processo de separação sólido-líquido, via melhora da característica de formação e sedimentabilidade dos flocos, grandes e bem definidos, resultando em maior eficiência na remoção de DQO haja vista que a matriz estudada possuía elevada concentração de DQO solúvel (Vanotti et al, 2009). …”
Section: Resultsunclassified