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操作模式和废水浓度对中试规模好氧颗粒污泥的影响:启动阶段、颗粒污泥特性和出水水质。

Influence of operation mode and wastewater strength on aerobic granulation at pilot scale: Startup period, granular sludge characteristics, and effluent quality.

机构信息

Department of Civil Engineering, University of Calgary, Calgary, Canada.

Department of Civil Engineering, University of Calgary, Calgary, Canada.

出版信息

Water Res. 2019 Sep 1;160:81-96. doi: 10.1016/j.watres.2019.05.026. Epub 2019 May 13.

DOI:10.1016/j.watres.2019.05.026
PMID:31132565
Abstract

This study attempted to investigate the influence of operation mode and wastewater strength on startup period, aerobic granular sludge (AGS) characteristics, and system effluent quality at pilot scale. Granulation was monitored in three pilot-scale granular sequencing batch reactors (GSBRs). Comparative evaluation of AN/O/AX/O_SBR and O_SBR, fed with wastewater of the same composition but run with completely different SBR reaction phase arrangements (alternating vs. purely aerobic), revealed the effect of SBR operation mode. Comparative study of the GSBRs operated with alternating SBR reaction phases (AN/O/AX/O_SBR and AN/O_SBR) and fed with wastewater of different strength (high- vs. medium-strength) determined the effect of wastewater composition. Granulation time and granule size were regulated by wastewater strength and the resulting organic and sludge loading conditions. Whereas, AGS morphology, granule structure, and floccular proportion of AGS were attributed to SBR operation mode. Effluent clarity in terms of suspended solid concentration depended on wastewater strength. Subtle but distinct microbial selection strategies were in effect during granulation which were also imposed by wastewater strength. Due to strong correlation between the effluent and AGS microbial structures, demonstrated by biodiversity analysis, differences in the microbial composition of effluent biomass and washout patterns of the GSBRs could be explained by wastewater strength as well. Limited nutrient removal efficiencies, restricted by organic matter concentration, could be due to involvement of unorthodox nutrient removal pathways which warrants further investigation.

摘要

本研究旨在探讨运行模式和废水浓度对启动期、好氧颗粒污泥(AGS)特性和系统出水水质的影响。采用三个中试规模的颗粒序批式反应器(GSBR)进行颗粒化监测。对比评估采用相同组成废水但运行阶段安排完全不同的交替和好氧序批式反应(AN/O/AX/O_SBR 和 O_SBR)的 SBR 运行模式的影响。对比研究采用交替 SBR 反应阶段(AN/O/AX/O_SBR 和 AN/O_SBR)运行且进水浓度不同(高浓度和中浓度)的 GSBR,确定废水成分的影响。颗粒化时间和颗粒大小由废水浓度以及由此产生的有机和污泥负荷条件调节。而 AGS 形态、颗粒结构和 AGS 的絮体比例归因于 SBR 运行模式。以悬浮固体浓度表示的出水清澈度取决于废水浓度。在颗粒化过程中存在微妙但明显的微生物选择策略,这也是由废水浓度引起的。由于生物多样性分析表明出水中微生物结构与 AGS 之间存在强烈相关性,因此可以通过废水浓度解释 GSBR 中出水生物量的微生物组成差异和冲洗模式。受有机物浓度限制的有限养分去除效率可能是由于涉及非传统养分去除途径所致,这需要进一步研究。

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