Post-treatment of effluents from anaerobic reactor treating domestic sewage by flotation/filtration pilot system with cationic synthetic polymers / Emprego de polímeros em unidade piloto de floto-filtração como pós-tratamento de efluentes de reatores anaeróbios de leito expansível tratando esgoto sanitário
AUTOR(ES)
Eduardo Rocha Dias Santos
DATA DE PUBLICAÇÃO
2008
RESUMO
This work assessed the performance of domestic sewage treatment pilot unit consisting of anaerobic reactor followed dissolved-air flotation/filtration (DAFF). Associated ferric chloride was used polyelectrolytes. First, was tested in lab-scale dissolved-air flotation (LSDAF), low dosages of cationic synthetic polymer with high molecular weight as aiding of flotation. Coagulant dosages was given in mg Fe/L by unit of turbidity (NTU) of RALEx and it varied from 0,08 to 0,16 in LSDAF. The fixed dosages of polymer associated to the ferric chloride happened between 0,1 and 0,4 mg/L.The variables operational of the LSDAF and DAFF were: velocity gradient (90/s), flocculation time (18 min), recirculation rate (15%), air requirements (12 g air/M POT.3), saturation pressure (450±10 kPa) and surface load (300 M POT.3/M POT.2.d). In pilot unit DAFF, of bed filter of sand was used, with effective size of 0,8 mm and depth the same to 1,10 m. Best results were achieved with 0,15 mg Fe/L per turbidity associated to 0,4 mg/L of polyelectrolytes, producing final effluent with TSS <2 mg/L. For the conditions of this research, provide that the polyelectrolyte in LSDAF, effluent with lower turbidity, is characterized: cationic, high molecular weight and high load density. It was verified in the pilot essays with dosages of polymer between 0,4 and 1,2 mg/L thickening sludge >3%.
ASSUNTO(S)
efluente anaeróbio anaerobic effluent dissolved-air flotation cationic synthetic polymers polímeros sintéticos catiônicos flotação por ar dissolvido floto-filtração flotation/filtration
Documentos Relacionados
- Floto-filtração como pós-tratamento de efluente de reator anaeróbio tratando esgoto sanitário
- Post-Treatment for effluents of anaerobic reactors treating domestic effluent by natural and unnatural coagulants
- Pos-tratamento de efluente anaerobio por filtros de areia
- Lamella design (high rate) and conventional flotation units applied to the post-treatment of the effluent from a system made up anaerobic reactor followed by aerobic reactor treating domestic sewage
- Pos-tratamento de esgoto por fotocatalise heterogenea solar antes e apos filtração lenta