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采用 UASB-MBR 联合处理系统去除低浓度城市废水中的卡马西平。

Carbamazepine removal from low-strength municipal wastewater using a combined UASB-MBR treatment system.

机构信息

Department of Civil Engineering, University of Alicante, Carretera de San Vicente del Raspeig s/n, 03690 San Vicente del Raspeig, Alicante, Spain E-mail:

Institute of Water and Environmental Sciences, University of Alicante, Carretera de San Vicente del Raspeig s/n, 03690 San Vicente del Raspeig, Alicante, Spain.

出版信息

Water Sci Technol. 2021 Apr;83(8):1920-1931. doi: 10.2166/wst.2021.096.

Abstract

An Upflow Anaerobic Sludge Blanket reactor combined with a two-stage membrane bioreactor were operated for 193 days in order to evaluate the biological removal of carbamazepine (CBZ) from low-strength municipal wastewater. The system worked in three different organic load stages (0.7 ± 0.1 kg COD·m·d, 0.4 ± 0.1 kg COD·m·d and 0.1 ± 0.0 kg COD·m·d) to assess the impact of the influent OLR on operational parameters such as anaerobic and aerobic sludge retention time (SRT), acidity, volatile fatty acids (VFAs), biomass activity or biogas production. The highest carbamazepine removals were achieved during the anaerobic stage (UASB reactor), reaching averages of 48.9%, 48.0% and 38.2% operating at high, medium and low OLR, respectively. The aerobic treatment (MBR) served as post-treatment, improving the removals, and the global UASB-MBR system reached averages of 70.0%, 59.6% and 49.8% when the influent was at medium and low OLR, respectively. The results demonstrate the potential of combined biological systems on the removal of recalcitrant pharmaceuticals.

摘要

上流式厌氧污泥床(UASB)反应器与两段式膜生物反应器组合运行了 193 天,以评估从低浓度城市废水中生物去除卡马西平(CBZ)的效果。该系统在三个不同的有机负荷阶段(0.7±0.1 kg COD·m·d、0.4±0.1 kg COD·m·d 和 0.1±0.0 kg COD·m·d)运行,以评估进水 OLR 对操作参数的影响,如厌氧和好氧污泥停留时间(SRT)、酸度、挥发性脂肪酸(VFAs)、生物量活性或沼气产量。在高、中、低 OLR 下,UASB 反应器(厌氧阶段)对卡马西平的去除率最高,分别达到 48.9%、48.0%和 38.2%。好氧处理(MBR)作为后处理,提高了去除率,当进水 OLR 处于中低水平时,UASB-MBR 系统的总去除率分别达到 70.0%、59.6%和 49.8%。结果表明,联合生物系统在去除难降解药物方面具有潜力。

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