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市政污水污泥与生物柴油废甘油的中试规模厌氧共消化。

Pilot scale anaerobic co-digestion of municipal wastewater sludge with biodiesel waste glycerin.

机构信息

Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Alberta, Canada.

出版信息

Bioresour Technol. 2013 Apr;133:206-12. doi: 10.1016/j.biortech.2013.01.101. Epub 2013 Jan 29.

Abstract

The effect on process performance of adding increasing proportions of biodiesel waste glycerin (BWG) to municipal wastewater sludge (MWS) was studied using two 1300 L pilot-scale digesters under mesophilic conditions at 20 days SRT. The highest proportion of BWG that did not cause a process upset was determined to be 23% and 35% of the total 1.04 kg VS/(m(3)d) and 2.38 kg COD/(m(3)d) loadings, respectively. At this loading, the biogas and methane production rates in the test digester were 1.65 and 1.83 times greater than of those in the control digester which received only MWS, respectively. The COD and VS removal rates at this loading in the test digester were 1.82 and 1.63-fold those of the control digester, respectively. Process instability was observed when the proportion of BWG in the test digester feed was 31% and 46% of the 1.18 kg VS/(m(3)d) and 2.88 kg COD/(m(3)d) loadings, respectively.

摘要

研究了在 20 天 SRT 下中温条件下,将越来越多的生物柴油废甘油(BWG)添加到城市污水污泥(MWS)中对工艺性能的影响,使用两个 1300 L 中试规模消化器。确定不会引起工艺混乱的最高 BWG 比例分别为总 1.04 kg VS/(m(3)d)和 2.38 kg COD/(m(3)d)负荷的 23%和 35%。在此负荷下,测试消化器中的沼气和甲烷产率分别比仅接受 MWS 的对照消化器高 1.65 倍和 1.83 倍。在该负荷下,测试消化器的 COD 和 VS 去除率分别是对照消化器的 1.82 倍和 1.63 倍。当测试消化器进料中的 BWG 比例分别为 1.18 kg VS/(m(3)d)和 2.88 kg COD/(m(3)d)负荷的 31%和 46%时,观察到工艺不稳定。

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