饭店有机残渣厌氧消化中C/N比的评价

F. Granzotto, Djalma Dias da Silveira, Eduarda Holz Bracher, Caroline Denise Noronha de Lima, R. Hoffmann, S. B. Pujol
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引用次数: 1

摘要

城市固体废物的产生正在增加,在巴西,有机废物占其大部分。对有机废物进行适当处理或处置的情况要少得多,尽管这些残留物有可能产生沼气和生物肥料。通过这种方式,对一家餐馆的有机废物进行厌氧消化前后的C/N比率进行了评估,以验证该残留物用于生物消化的潜力,并评估废水作为生物肥料的使用。在中温半连续系统中采用了有用容量为120 L的厌氧沼气池。富营养区C/N为19.9 ~ 33.2,出水C/N为9.4 ~ 11.9。文献数据与本工作的C / N比值基本一致。因此,所研究的残渣具有直接利用的潜力,而不需要对使用过程的C/N比进行校正,并且所产生的堆肥证明了其用于施肥的可能性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of the C/N Ratio in Anaerobic Digestion of Organic Restaurant Residue
The production of urban solid waste is increasing, and, in Brazil, the organic waste comprises its majority. Proper treatment or disposal is much less applied to organic wastes, although these residues have the potential to generate biogas and biofertilizer. In this way, the C/N ratio was evaluated before and after the anaerobic digestion of the organic waste from a restaurant to verify the potential of this residue for use in biodigestion and to evaluate the effluent for the use as a biofertilizer. An anaerobic biodigester with a useful capacity of 120 L was used in a semi-continuous system with a mesophilic temperature. The C/N ratio of the affluent ranged from 19.9 to 33.2 and the effluent from 9.4 to 11.9. The data found in the literature and those of this work for the C / N ratio are in agreement. Therefore, the studied residue has potential for direct use with no need of correction of the C/N ratio for the used process, and the generated compost demonstrated the possibility of its use in fertilization.
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