Your browser doesn't support javascript.
loading
Show: 20 | 50 | 100
Results 1 - 2 de 2
Filter
Add more filters










Publication year range
1.
Eng. sanit. ambient ; 10(4): 339-346, out.-dez. 2005. ilus, tab, graf
Article in Portuguese | LILACS | ID: lil-430205

ABSTRACT

Esse trabalho apresenta a avaliação de dados de operação de sistema de tratamento de águas residuárias de abatedouro de frango, através da análise de séries temporais. O objetivo principal foi a obtenção de modelo de previsão capaz de antecipar o controle da operação do sistema de tratamento de águas residuárias do abatedouro, constituindo subsídio para obtenção de estratégias de gestão do sistema de tratamento existente. Registros de 42 meses de parâmetros de monitoramento foram utilizados na modelagem de séries temporais. O modelo de ajuste exponencial para previsão dos valores de demanda química de oxigênio do efluente industrial e do afluente dos reatores biológicos apresentou bom ajuste (erro percentual absoluto da média aritmética menor que 20 por cento) com diferenças na capacidade de previsão menores que 15 por cento.


Subject(s)
Abattoirs , Industrial Effluent Treatment , Industrial Effluent Treatment/analysis , Water Purification , Industrial Effluents
2.
J Environ Manage ; 76(4): 319-25, 2005 Sep.
Article in English | MEDLINE | ID: mdl-15925440

ABSTRACT

Data on the performance of a horizontal-flow anaerobic immobilized biomass (HAIB) reactor subjected to step increases of organic loading rates (OLR) and to organic shock loads (OSL) are presented and discussed. The tubular reactor (100 cm long and 5 cm diameter) with a useful volume of 1995 mL was filled with polyurethane foam cubic matrices holding immobilized biomass and fed with synthetic wastewater. The reactor was operated at the controlled temperature of 30+/-1 degrees C and hydraulic retention time of 7 h. After about 15 days, the HAIB reactor attained operating stability. Thereafter, it was subjected to step increases of the applied OLR that ranged from 6.8 to 18.8 kg COD/m(3)d. After steady state had been achieved at each step, OSL corresponding to approximately three times the operating OLR were applied for 7 h. No disturbance was observed due to the step increase in OLR. An increase in effluent chemical oxygen demand (COD) and volatile fatty acids (VFA) concentrations and a decrease in the percentage of methane in the biogas were observed due to OSL applications. However, stability of the monitoring parameters was always restored approximately 17 h after the application of OSL for all conditions tested.


Subject(s)
Biomass , Bioreactors , Waste Disposal, Fluid/instrumentation , Water Purification/instrumentation , Bacteria, Anaerobic/physiology , Efficiency , Industrial Waste/analysis , Methane/analysis , Models, Statistical , Organophosphates/analysis , Oxygen/analysis , Time , Waste Disposal, Fluid/methods , Water Purification/methods , Water Supply/analysis
SELECTION OF CITATIONS
SEARCH DETAIL
...