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1.
Water Sci Technol ; 52(1-2): 203-8, 2005.
Artigo em Inglês | MEDLINE | ID: mdl-16180429

RESUMO

In order to obtain more detailed information for better decision making in future biogenic waste treatment, different processes to treat biogenic wastes in plants with a treatment capacity of 10,000 tons of organic household wastes per year as well as agricultural codigestion plants were compared by life cycle assessments (LCA). With the tool EcoIndicator, anaerobic digestion is shown to be advantageous as compared to composting, incineration or a combination of digestion and composting, mainly because of a better energy balance. The management of the liquid manure in agricultural codigestion of organic solid wastes causes increased gaseous emissions, which have negative effects on the LCA, however. It is recommended to cover the slurry pit and to use an improved manure management in order to compensate for the additional gaseous emissions. In the LCAs, the quality of the digester output could only be taken into account to a small extent; the reasons are discussed.


Assuntos
Bactérias Anaeróbias/metabolismo , Fontes de Energia Bioelétrica , Conservação dos Recursos Naturais , Eliminação de Resíduos/métodos , Agricultura , Amônia/metabolismo , Animais , Reatores Biológicos/microbiologia , Bovinos , Meio Ambiente , Fertilizantes , Incineração , Esterco , Metano/metabolismo , Óxido Nitroso/metabolismo , Eliminação de Resíduos/instrumentação , Solo , Suínos , Madeira
2.
Water Sci Technol ; 52(1-2): 405-11, 2005.
Artigo em Inglês | MEDLINE | ID: mdl-16180457

RESUMO

In 2001 the first green biorefinery started operation in Switzerland with a design load of 5,000 tons dm of grass per year and a combined output of fibres (0.4 tons per ton input), protein (160 t/t) and bioenergy (500 kWh/t). Bioenergy was produced in a 570 m3 UASB reactor which has been monitored intensively during its first year of operation. Anaerobic treatment of liquid residues with > 80% degradation of organics was shown up to high f/m ratios and loading rates of 12 -15 kg COD/m3 d and specific biogas production of 0.5-0.65 Nm3 of gas per kg of COD added. A mass flow analysis of solids and pellets leads to the conclusion, that due to a low sludge bed volume of only 16% of the reactor combined with a low actual organic loading of 1.5 kg COD/m3 d there was a restricted adsorption and a low degradation of substrate solids.


Assuntos
Fontes de Energia Bioelétrica , Reatores Biológicos , Metano/metabolismo , Poaceae , Bactérias Anaeróbias/metabolismo , Esgotos , Suíça , Eliminação de Resíduos Líquidos/métodos
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