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首页> 外文期刊>Bioresource Technology: Biomass, Bioenergy, Biowastes, Conversion Technologies, Biotransformations, Production Technologies >Effect of temperature and active biogas process on passive separation of digested manure
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Effect of temperature and active biogas process on passive separation of digested manure

机译:温度和主动沼气工艺对消化粪便被动分离的影响

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摘要

The objective of the study was to identify the optimum time interval for effluent removal after temporarily stopping stirring in otherwise continuously stirred tank reactors. Influence of temperature (10 and 55 degrees C) and active biogas process on passive separation of digested manure, where no outside mechanical or chemical action was used, within the reactor was studied in three vertical settling columns (100 cm deep). Variations in solids and microbial distribution at top, middle and bottom layers of column were assessed over a 15 day settling period. Results showed that best solids separation was achieved when digested manure was allowed to settle at 55 degrees C with active biogas process (pre-incubated at 55 degrees C) compared to separation at 55 degrees C without active biogas process (autoclaved at 120 degrees C, for 20 min) or at 10 degrees C with active biogas process. Maximum solids separation was noticed 24 h after settling in column incubated at 55 degrees C, with active biogas process. Microbiological analyses revealed that proportion of Archaea and Bacteria, absent in the autoclaved material, varied with incubation temperature, time and sampling depth. Short rod shaped bacteria dominated at 55 degrees C, while long rod shaped bacteria dominated at 10 degrees C. Methanosarcinaceae were seen more abundant in the surface layer at 55 degrees C while it was seen more common in the top and bottom layers at 10 degrees C. Thus, passive separation of digester contents within the reactor can be used effectively as an operating strategy to optimize biogas production by increasing the solids and biomass retention times. A minimum of 1-2 h "non-stirring" period appears to be optimal time before effluent removal in plants where extraction is batch-wise 2-4 times a day. (C) 2007 Elsevier Ltd. All rights reserved.
机译:该研究的目的是确定在其他情况下连续搅拌的釜式反应器中暂时停止搅拌后,去除废水的最佳时间间隔。在三个垂直沉降塔(100厘米深)中研究了温度(10和55摄氏度)和活性沼气工艺对消化后粪便的被动分离的影响,该粪便不使用外部机械或化学作用,而在反应器内未进行任何外部机械或化学作用。在15天的沉降期内评估了色谱柱顶层,中层和底层的固体含量和微生物分布变化。结果表明,与采用无活性沼气处理(在120℃高压灭菌),无活性沼气处理(在55摄氏度进行灭菌)的情况下,在55摄氏度下采用主动沼气处理(在55摄氏度下预温育)使消化的粪便沉降,可以实现最佳的固体分离效果。 20分钟)或在10摄氏度下采用主动沼气工艺。沉降在55°C孵育的柱中24小时后发现最大的固体分离,并采用了活性沼气工艺。微生物学分析表明,高压灭菌的材料中古细菌和细菌的比例随培养温度,时间和采样深度而变化。短杆状细菌在55摄氏度下占主导地位,而长杆状细菌在10摄氏度下占主导地位。甲烷菌在55摄氏度的表层中更为丰富,而在10摄氏度的顶层和底层更常见因此,反应器内消化器内容物的被动分离可以有效地用作通过增加固体和生物质保留时间来优化沼气产量的操作策略。在每天分批提取2-4次的工厂中,去除废水之前,最短的1-2小时“非搅拌”时间似乎是最佳时间。 (C)2007 Elsevier Ltd.保留所有权利。

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