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膜生物反应器技术:膜过滤对剩余污泥沼气潜力的影响。

Membrane Bioreactor Technology: The Effect of Membrane Filtration on Biogas Potential of the Excess Sludge.

作者信息

Zielińska Magdalena, Bernat Katarzyna, Mikucka Wioleta

机构信息

Department of Environmental Biotechnology, University of Warmia and Mazury in Olsztyn, Słoneczna St. 45G, 10-709 Olsztyn, Poland.

出版信息

Membranes (Basel). 2020 Dec 6;10(12):397. doi: 10.3390/membranes10120397.

Abstract

Although the membrane bioreactor technology is gaining increasing interest because of high efficiency of wastewater treatment and reuse, data on the anaerobic transformations of retentate are scarce and divergent. The effects of transmembrane pressure (TMP) in microfiltration (MF) and ultrafiltration (UF) on the pollutant rejection, susceptibility of ceramic membrane to fouling, hydraulic parameters of membrane module, and biogas productivity of retentate were determined. Irrespective of the membrane and TMP (0.2-0.4 MPa), 97.4 ± 0.7% of COD (chemical oxygen demand), 89.0 ± 4.1% of total nitrogen, and 61.4 ± 0.5% of total phosphorus were removed from municipal wastewater and the permeates can be reused for irrigation. Despite smaller pore diameter, UF membrane was more hydraulically efficient. MF membrane had 1.4-4.6 times higher filtration resistances than UF membrane. In MF and UF, an increase in TMP resulted in an increase in permeate flux. Despite complete retention of suspended solids, strong shearing forces in the membrane installation changed the kinetics of biogas production from retentate in comparison to the kinetics obtained when excess sludge from a secondary clarifier was anaerobically processed. MF retentates had 1.15 to 1.28 times lower cumulative biogas production than the excess sludge. Processing of MF and UF retentates resulted in about 60% elongation of period in which 90% of the cumulative biogas production was achieved.

摘要

尽管膜生物反应器技术因其在废水处理和回用方面的高效率而越来越受到关注,但关于截留液厌氧转化的数据却很少且存在分歧。测定了微滤(MF)和超滤(UF)中跨膜压力(TMP)对污染物截留率、陶瓷膜污染敏感性、膜组件水力参数以及截留液沼气产量的影响。无论使用何种膜以及TMP(0.2 - 0.4 MPa),城市废水中97.4 ± 0.7%的化学需氧量(COD)、89.0 ± 4.1%的总氮和61.4 ± 0.5%的总磷被去除,且渗透液可用于灌溉。尽管超滤膜孔径较小,但在水力方面效率更高。微滤膜的过滤阻力比超滤膜高1.4 - 4.6倍。在微滤和超滤过程中,TMP的增加导致渗透通量增加。尽管截留了所有悬浮固体,但与对二次沉淀池剩余污泥进行厌氧处理时的动力学相比,膜装置中的强剪切力改变了截留液沼气产生的动力学。微滤截留液的累积沼气产量比剩余污泥低1.15至1.28倍。对微滤和超滤截留液进行处理使达到累积沼气产量90%的时间延长了约60%。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f32d/7762199/f2bafb50585d/membranes-10-00397-g001.jpg

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