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1.
J Environ Manage ; 223: 545-553, 2018 Oct 01.
Artigo em Inglês | MEDLINE | ID: mdl-29960191

RESUMO

The fate of four widely used veterinary antibiotics (doxycycline, flumequine, oxytetracycline and tetracycline) during manure upcycling was investigated at laboratory and pilot scale. The pilot was operated continuously, while the laboratory scale in batch mode. Both set-ups consisted of anaerobic digestion, ammonia stripping and a solid liquid separation step. A partial nitritation anammox process was used to treat the laboratory scale effluent. In the pilot installation, pig manure as feed, natural occurring antibiotics levels were reduced by 92% for doxycycline, 88% for flumequine, 95% for oxytetracycline and 100% for tetracycline. In the laboratory scale set-up, antibiotic free sludge was used and the four substances were spiked. The input antibiotics concentration was reduced by 85% for doxycycline, 46% for flumequine, 97% for oxytetracycline and 100% for tetracycline. In both set-ups the centrifuge cake was identified as the major emission pathway for residual antibiotics. Manure upcycling, while producing fertilizers, can be considered effective in reducing the residual antibiotic load.


Assuntos
Antibacterianos/química , Fertilizantes , Esterco , Animais , Doxiciclina , Fluoroquinolonas , Oxitetraciclina , Suínos , Tetraciclina
2.
Water Sci Technol ; 76(5-6): 1409-1417, 2017 Sep.
Artigo em Inglês | MEDLINE | ID: mdl-28953467

RESUMO

A new approach to perform partial nitritation-anammox in a single tank was investigated. The tank incorporated a mesh (opening size 1.0 × 1.2 mm) as permeable barrier to create two distinct reaction zones (aerated and anoxic). The study reports on the operation and optimization of a 13 L laboratory scale reactor to treat sludge reject water with an NH4-N concentration of ∼750 mg·L-1. Performance throughout 250 days at increasing nitrogen loading rates is presented. The maximum loading rate applied was 1.5 kg NH4-N·m-3·d-1 at a hydraulic retention time of 12 h. Typical composition of the effluent was ∼50 mg·L-1 NH4-N; <5-10 mg·L-1 NO2-N and ∼60 mg·L-1 NO3-N. The corresponding average N removal rates were 85% for total nitrogen and 90% for NH4-N, respectively. Process control was very simple. It comprised only regulation of the aeration rate to maintain a pre-set pH (7.1) in the nitritation zone. Performance data clearly indicate that the investigated reactor configuration offers distinct advantages over currently installed processes. It demonstrated high robustness without the need for sophisticated process control. Apparently, the use of a permeable mesh to establish different reaction conditions in a single reactor provides new features of high potential.


Assuntos
Compostos de Amônio/química , Reatores Biológicos , Filtração/instrumentação , Esgotos/química , Anaerobiose , Nitrogênio/química , Oxirredução , Eliminação de Resíduos Líquidos/métodos
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