2006
DOI: 10.1590/s0100-69162006000100026
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Tratamento de águas residuárias de fecularia por meio de lagoas de estabilização

Abstract: Embora o uso de lagoas de tratamento seja uma tecnologia amplamente conhecida e utilizada para resíduos orgânicos, no caso específico dos resíduos líquidos da industrialização da mandioca, as experiências são reduzidas. Assim, o objetivo deste trabalho foi de avaliar a eficiência na redução da carga poluidora de lagoas de tratamento de resíduos líquidos de fecularia. Para tanto, foram coletadas amostras na entrada do sistema e em cada uma das sete lagoas da Fecularia Horizonte, em Marechal Cândido Rondon - PR,… Show more

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Cited by 16 publications
(12 citation statements)
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“…The variation of organic loading rate from 15 to 35 g.L -1 .d -1 occurred due to the difference in the composition of the cassava-processing wastewater, which was used without any dilutions. This variability is closely related to the origin of the cassava plant, age of the tubercle, storage period and to the type of process used (CAMPOS et al, 2006). Samples of the reactor effluent were characterized by determining total sugars concentrations with a colorimetric method (DUBOIS et al 1956); Chemical Oxygen Demand (COD), pH and volatile suspended solids (VSS), according to the Standards Methods for the Examination of Water and Wastewater (APHA, 2005).…”
Section: Methodsmentioning
confidence: 99%
“…The variation of organic loading rate from 15 to 35 g.L -1 .d -1 occurred due to the difference in the composition of the cassava-processing wastewater, which was used without any dilutions. This variability is closely related to the origin of the cassava plant, age of the tubercle, storage period and to the type of process used (CAMPOS et al, 2006). Samples of the reactor effluent were characterized by determining total sugars concentrations with a colorimetric method (DUBOIS et al 1956); Chemical Oxygen Demand (COD), pH and volatile suspended solids (VSS), according to the Standards Methods for the Examination of Water and Wastewater (APHA, 2005).…”
Section: Methodsmentioning
confidence: 99%
“…Com perspectivas de crescimento em todo o mundo (ZISKA et al, 2009), o segmento industrial da mandioca opera processos geradores de subprodutos com elevadas cargas orgânicas e grandes vazões (CAMPOS et al, 2006). COLIN et al (2007) afirmam que diversas fecularias na Colômbia geram em média 11.000 L de água residuária para processar 1 t de mandioca, poluindo o equivalente a 300 a 450 pessoas por dia.…”
Section: Introductionunclassified
“…The cassava wastewater has high content of mineral nutrients and organic compounds and the cyanogenic glycoside linamarin, a source of hydrocyanic acid, which can cause serious environmental problems when improperly disposed, such as reduction of dissolved oxygen and eutrophication of water bodies, death of aquatic fauna and terrestrial animals that consume water with excess hydrocyanic gas, and imbalance of soil nutrients (Campos et al, 2006). However, despite the environmental risks when the cassava wastewater is improperly disposed in the environment, several authors consider its reused as thickener for the pharmaceutical industry (AntonioCisneiros & Elizalde-Gonzalez, 2010) and as nematicide (Nasu et al, 2010) and bio-fertilizer for agricultural soils (Fioretto, 1987).…”
Section: Introductionmentioning
confidence: 99%