厌氧动态膜生物反应器用于共同消化厕所黑水和厨房垃圾。

IF 2.5 4区 环境科学与生态学 Q3 ENGINEERING, ENVIRONMENTAL
Xincheng Zhao, Guixia Ji, Runshan Li, Jiao Li, Qingchen Meng, Chengyang Wu, Hongbo Liu
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引用次数: 0

摘要

使用厌氧动态膜生物反应器(AnDMBR)进行厌氧联合消化可以分离污泥滞留时间和水力滞留时间,保留生物质以实现高效降解,并使用更便宜的大孔径膜材料和更可持续的动态膜(DM)。因此,使用 AnDMBR 对厕所黑水(BW)和餐厨垃圾(KW)进行厌氧联合消化被认为可以提高联合消化的潜力。本文研究了 AnDMBR 在厌氧协同消化厕所黑水和厨房垃圾中的效率和稳定性。研究了 DM 的形态和结构特征、过滤性能和组成,以及膜污染和膜再生机制。在清洗前后的两个膜循环中,反应器的平均日沼气产量分别为 788.67 和 746.09 毫升/克挥发性固体,平均甲烷含量分别为 66.64% 和 67.27%,平均 COD 去除率分别为 82.03% 和 80.96%。结果表明,生物反应器具有良好的性能和稳定性。在 DM 运行的稳定阶段,通量保持在 43.65 至 65.15 L/m2/h 之间。DM 主要由有机和无机元素组成。离线清洁促进了 DM 的调节和再生,恢复了新的厌氧形态和结构。实践者观点:在 DMBR 系统中实现了生物量和千瓦时的高效协同消化。膜清洗前后的日均沼气产量分别为 788.67 和 746.09 毫升/克挥发性固体。离线清洗促进了 DM 的调节和再生以及系统的稳定性。在运行期间,通量保持在 43.65 至 65.15 升/平方米/小时之间。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Anaerobic dynamic membrane bioreactor for the co-digestion of toilet blackwater and kitchen waste.

Anaerobic co-digestion using an anaerobic dynamic membrane bioreactor (AnDMBR) can separate the sludge retention time and hydraulic retention time, retaining the biomass for efficient degradation and the use of less expensive large pore-size membrane materials and more sustainable dynamic membranes (DMs). Therefore, anaerobic co-digestion of toilet blackwater (BW) and kitchen waste (KW) using an AnDMBR was hypothesized to increase the potential for co-digestion. Here, the efficiency and stability of AnDMBR in anaerobic co-digestion of toilet BW and KW were investigated. DM morphology and structural characteristics, filtration properties, and composition, as well as membrane contamination and membrane regeneration mechanisms, were investigated. Average daily biogas yields of the reactor in two membrane cycles before and after cleaning were 788.67 and 746.09 ml/g volatile solids, with average methane content of 66.64% and 67.27% and average COD removal efficiencies of 82.03% and 80.96%, respectively. The results showed that the bioreactor obtained good performance and stability. During the stabilization phase of the DM operation, the flux was maintained between 43.65 and 65.15 L/m2/h. DM was mainly composed of organic and inorganic elements. Off-line cleaning facilitated DM regulation and regeneration, restoring new Anaerobic morphology and structure. PRACTITIONER POINTS: High efficiency co-digestion of BW and KW was realized in the DMBR system. Average daily biogas yields before and after membrane cleaning were 788.67 and 746.09 ml/g volatile solids. Off-line cleaning facilitated DM regulation and regeneration as well as system stability. The flux was maintained between 43.65 and 65.15 L/m2/h during operation.

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来源期刊
Water Environment Research
Water Environment Research 环境科学-工程:环境
CiteScore
6.30
自引率
0.00%
发文量
138
审稿时长
11 months
期刊介绍: Published since 1928, Water Environment Research (WER) is an international multidisciplinary water resource management journal for the dissemination of fundamental and applied research in all scientific and technical areas related to water quality and resource recovery. WER''s goal is to foster communication and interdisciplinary research between water sciences and related fields such as environmental toxicology, agriculture, public and occupational health, microbiology, and ecology. In addition to original research articles, short communications, case studies, reviews, and perspectives are encouraged.
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