膜生物反应器
生物反应器
污水处理
废水
废物管理
环境科学
制浆造纸工业
污水
污水污泥
活性污泥
污水污泥处理
废水回用
化学
环境工程
工程类
有机化学
作者
Paulo Marcelo Bosco Mofatto,Alida Cosenza,Daniele Di Trapani,Giorgio Mannina
标识
DOI:10.1016/j.jwpe.2024.104847
摘要
This study compares two Oxic Settling Anaerobic (OSA) – Membrane Bioreactor (MBR) configurations fed with real wastewater. The novelty of the study is to consider an MBR configuration (namely, MBR-OSA II) never investigated with the OSA process. The influence of the hydraulic retention time (HRT) inside the anaerobic reactor for each configuration (namely, MBR – OSA I and MBR – OSA II) was investigated. Four experimental periods were carried out: Period I and II for MBR – OSA I, under HRT of 4 and 6 h, respectively, and Period III and IV for MBR – OSA II, under HRT of 4 and 6 h, respectively. Results showed the decay rate bH increased with the HRT, especially during Periods I and II (from 0.62 d−1 to 0.77 d−1). The anaerobic HRT influenced the total sewage sludge production. With the increase of the HRT for the same configuration, the sludge production decreased. In terms of biological sludge production, a substantial reduction occurred under MBR – OSA II operation compared to MBR – OSA I. However, despite MBR-OSA II configuration providing the highest reduction of the biological sludge production (78 %) (during Period IV), during this Period, the highest N2O (N2O emission factor till to 3.1 %) production and membrane fouling occurred. Indeed, Period IV showed the highest membrane resistance (namely, 25 · 10−13 m−1). Thus, the MBR-OSA I with anaerobic HRT equal to 6 h provided the best results.
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