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Anaerobic digestion of the organic fraction of municipal solid waste: Influence of co-digestion with manure

机译:城市生活垃圾有机部分的厌氧消化:粪便与粪肥共消化的影响

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摘要

Anaerobic digestion of the organic fraction of municipal solid waste (OFMSW) was investigated in two thermophilic (55℃) wet digestion treatment systems R1 and R2. Initially OFMSW was co-digested with manure with a successively higher concentration of OFMSW, at a hydraulic retention time (HRT) of 14-18 d and an organic loading rate (OLR) of 3.3-4.0 g-VS/l/d. Adaptation of the co-digestion process to a OFMSW:manure ratio of 50% (VS/VS) was established over a period of 6 weeks. This co-digestion ratio was maintained in reactor R2 while the ratio of OFMSW to manure was slowly increased to 100% in reactor R1 over a period of 8 weeks. Use of recirculated process liquid to adjust the organic loading to R1 was found to have a beneficial stabilization effect. The pH rose to a value of 8 and the reactor showed stable performance with high biogas yield and low VFA levels. The biogas yield from source-sorted OFMSW was 0.63-0.711/g-VS both in the co-digestion configuration and in the treatment of 100% OFMSW with process liquid recirculation. This yield is corresponding to 180-220 m~3 biogas per ton OFMSW. VS reduction of 69-74% was achieved when treating 100% OFMSW. None of the processes showed signs of inhibition at the free ammonia concentration of 0.45-0.62 g-N/l.
机译:在两个高温(55℃)湿法消化处理系统R1和R2中研究了城市固体废物(OFMSW)有机部分的厌氧消化。最初,在水力停留时间(HRT)为14-18 d,有机负荷率(OLR)为3.3-4.0 g-VS / l / d的情况下,以较高浓度的OFMSW与粪肥共同消化。共消化过程适应于OFMSW:粪肥比率为50%(VS / VS)的过程为6周。在8周的时间内,反应器R2中的这种共同消化的比率得以维持,而在反应器R1中OFMSW与肥料的比率逐渐增加至100%。发现使用再循环的处理液将有机负荷调节至R1具有有益的稳定作用。 pH值升至8,反应器性能稳定,沼气产量高,VFA含量低。在共消化配置和采用工艺液体再循环处理100%OFMSW时,按来源分类的OFMSW的沼气产量均为0.63-0.711 / g-VS。该产量相当于每吨OFMSW 180-220 m〜3沼气。当处理100%OFMSW时,VS降低了69-74%。在游离氨浓度为0.45-0.62 g-N / l时,没有一个过程显示出抑制迹象。

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