Your browser doesn't support javascript.
loading
Mostrar: 20 | 50 | 100
Resultados 1 - 3 de 3
Filtrar
Mais filtros

Base de dados
Tipo de documento
Intervalo de ano de publicação
1.
J Environ Manage ; 329: 117130, 2023 Mar 01.
Artigo em Inglês | MEDLINE | ID: mdl-36571955

RESUMO

There have been many important milestones on humanity's long journey towards achieving environmental sanitation. In particular, the development of the activated sludge system can be claimed to be one of the most groundbreaking advances in the protection of both public health and the wider ecosystem. The first wastewater treatment plants (WWTPs) were developed over a century ago and were soon configured for use with activated sludge. However, despite their long history and service, conventional activated sludge (CAS) plants have become an unsustainable method of wastewater treatment. In addition, conventional WWTPs are intensive energy-consumers and at best allow only very limited material recovery. A paradigm shift to convert existing WWTPs into more sustainable facilities must therefore be considered necessary and to this end the wastewater biorefinery (WWBR) concept may be considered a solution that maximizes both energy and material recovery, in line with the circular economy approach.


Assuntos
Esgotos , Purificação da Água , Eliminação de Resíduos Líquidos , Ecossistema , Águas Residuárias
2.
Adv Biochem Eng Biotechnol ; 156: 363-395, 2016.
Artigo em Inglês | MEDLINE | ID: mdl-26957127

RESUMO

In the last 40 years, anaerobic sludge bed reactor technology has evolved from localized laboratory-scale trials to worldwide successful implementations in a variety of industries. High-rate sludge bed reactors are characterized by a very small footprint and high applicable volumetric loading rates. Best performances are obtained when the sludge bed consists of highly active and well settleable granular sludge. Sludge granulation provides a rich microbial diversity, high biomass concentration, high solids retention time, good settling characteristics, reduction in both operation costs and reactor volume, and high tolerance to inhibitors and temperature changes. However, sludge granulation cannot be guaranteed on every type of industrial wastewater. Especially in the last two decades, various types of high-rate anaerobic reactor configurations have been developed that are less dependent on the presence of granular sludge, and many of them are currently successfully used for the treatment of various kinds of industrial wastewaters worldwide. This study discusses the evolution of anaerobic sludge bed technology for the treatment of industrial wastewaters in the last four decades, focusing on granular sludge bed systems.


Assuntos
Bactérias Anaeróbias/fisiologia , Técnicas de Cultura Celular por Lotes/instrumentação , Reatores Biológicos/microbiologia , Esgotos/microbiologia , Poluentes Químicos da Água/metabolismo , Purificação da Água/instrumentação , Anaerobiose/fisiologia , Biodegradação Ambiental , Biotecnologia/instrumentação , Microbiologia Ambiental , Desenho de Equipamento , Microbiologia Industrial/instrumentação , Avaliação da Tecnologia Biomédica , Poluentes Químicos da Água/isolamento & purificação
3.
Water Sci Technol ; 66(1): 15-20, 2012.
Artigo em Inglês | MEDLINE | ID: mdl-22678195

RESUMO

Source-based wastewater characterization and stream segregation provide effective management of industrial wastewaters. The characterization of wastewater sources from a confectionery factory was presented and performance of the wastewater treatment plant was evaluated in this study. All of the wastewater sources in the factory, except the vacuum water line, can be characterized by high concentrations of soluble pollutants and low pH. High organic content of the wastewater generated from the confectionery industry promoted the application of anaerobic technology as a pre-treatment before the conventional aerobic treatment. The average chemical oxygen demand (COD) removal and biogas production for expanded granular sludge bed reactor were 88% and 1,730 Nm(3)/day, respectively. The effluent from the investigated facility can be used for irrigation provided that conductivity values are within acceptable limits.


Assuntos
Indústria Alimentícia , Resíduos Industriais/análise , Eliminação de Resíduos Líquidos/métodos , Poluentes Químicos da Água/química , Reatores Biológicos , Fatores de Tempo
SELEÇÃO DE REFERÊNCIAS
DETALHE DA PESQUISA