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PROCESS AND REACTOR FOR ANAEROBIC TREATMENT OF WASTEWATER BY MEANS OF A UASB

机译:UASB厌氧处理废水的工艺及反应器。

摘要

Process and reactor for anaerobic treatment of wastewater by means of an upflow anaerobic sludge blanket (= UASB), in which a biomass present as sludge or pellet slurry is agitated in a circulation. The fraction of recirculated to entire biomass in the reactor per day is greater than 0.1d/1, in particular greater than 2d/1, and particularly preferably greater than 10d/. The reactor comprises a reactor tank (1), lines (22-26), a wastewater mixer (2), a first and at least one further separator (33, 35) for flotation-separating reactor water (7), biomass (8) and biogas (9), the second separator being arranged vertically over the first separator, and one or more mixers (5) for mixing biomass (8) and biogas (9) and a gas separator (6) for separating biomass (8) and biogas (9).
机译:通过上流式厌氧污泥层(= UASB)厌氧处理废水的方法和反应器,其中以污泥或颗粒状淤浆形式存在的生物质在循环中进行搅拌。每天在反应器中再循环至全部生物质的比例大于0.1d / 1,特别是大于2d / 1,特别优选大于10d /。该反应器包括反应器罐(1),管线(22-26),废水混合器(2),用于浮选分离反应器水(7),生物质(8)的第一和至少一个另外的分离器(33、35)。 )和沼气(9),第二分离器垂直排列在第一分离器上方,一个或多个混合器(5)用于混合生物质(8)和沼气(9),以及气体分离器(6)用于分离生物质(8)和沼气(9)。

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