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将纳滤膜集成到颗粒生物质厌氧膜生物反应器中用于水回用的影响

Impact of Integration of FO Membranes into a Granular Biomass AnMBR for Water Reuse.

作者信息

Olives Pere, Sanchez Lucie, Lesage Geoffroy, Héran Marc, Rodriguez-Roda Ignasi, Blandin Gaetan

机构信息

LEQUIA, Institute of the Environment, University of Girona, 17003 Girona, Spain.

Institut Européen des Membranes (IEM), Université de Montpellier, CNRS, ENSCM, 34090 Montpellier, France.

出版信息

Membranes (Basel). 2023 Feb 23;13(3):265. doi: 10.3390/membranes13030265.

Abstract

The granular sludge based anaerobic membrane bioreactor (G-AnMBR) has gained emphasis in the last decade by combining AnMBR advantages (high quality permeate and biogas production towards energy positive treatment) and benefits of granular biomass (boosted biological activity and reduced membrane fouling). With the aim to further reduce energy costs, produce higher quality effluent for water reuse applications and improve system efficiency, a forward osmosis (FO) system was integrated into a 17 L G-AnMBR pilot. Plate and frame microfiltration modules were step by step replaced by submerged FO ones, synthetic wastewater was used as feed (chemical oxygen demand (COD) content 500 mg/L), with hydraulic retention time of 10 h and operated at 25 °C. The system was fed with granular biomass and after the acclimation period, operated neither with gas sparging nor relaxation at around 5 L.m.h permeation flux during at least 10 days for each tested configuration. Process stability, impact of salinity on biomass, the produced water quality and organic matter removal efficiency were assessed and compared for the system working with 100% microfiltration (MF), 70% MF/30% FO, 50% MF/50% FO and 10% MF/90% FO, respectively. Increasing the FO share in the reactor led to salinity increase and to enhanced fouling propensity probably due to salinity shock on the active biomass, releasing extracellular polymeric substances (EPS) in the mixed liquor. However, above 90% COD degradation was observed for all configurations with a remaining COD content below 50 mg/L and below the detection limit for MF and FO permeates, respectively. FO membranes also proved to be less prone to fouling in comparison with MF ones. Complete salt mass balance demonstrated that major salinity increase in the reactor was due to reverse salt passage from the draw solution but also that salts from the feed solution could migrate to the draw solution. While FO membranes allow for full rejection and very high permeate purity, operation of G-AnMBR with FO membranes only is not recommended since MF presence acts as a purge and allows for reactor salinity stabilization.

摘要

基于颗粒污泥的厌氧膜生物反应器(G-AnMBR)在过去十年中受到了关注,它结合了厌氧膜生物反应器的优势(高质量渗透液和产生沼气以实现能源正向处理)以及颗粒生物质的优点(增强的生物活性和减少的膜污染)。为了进一步降低能源成本、生产更高质量的出水用于水回用应用并提高系统效率,将正向渗透(FO)系统集成到一个17升的G-AnMBR中试装置中。逐步将板框式微滤模块替换为浸没式FO模块,使用合成废水作为进水(化学需氧量(COD)含量为500毫克/升),水力停留时间为10小时,在25℃下运行。向系统中加入颗粒生物质,在适应期后,对于每个测试配置,在至少10天的时间内,以约5升·米·小时的渗透通量运行,既不进行气体曝气也不进行松弛操作。分别对系统在100%微滤(MF)、70% MF/30% FO、50% MF/50% FO和10% MF/90% FO模式下的运行稳定性、盐度对生物质的影响、产水水质和有机物去除效率进行了评估和比较。增加反应器中FO的比例会导致盐度升高,并可能由于活性生物质受到盐度冲击而使污垢倾向增强,从而使混合液中释放出胞外聚合物(EPS)。然而,所有配置的COD降解率均超过90%,剩余COD含量低于50毫克/升,分别低于MF和FO渗透液的检测限。与MF膜相比,FO膜也被证明更不易受到污染。完整的盐质量平衡表明,反应器中盐度的主要升高是由于盐分从汲取液反向透过,但进料溶液中的盐分也可能迁移到汲取液中。虽然FO膜能够实现完全截留并具有非常高的渗透液纯度,但不建议仅使用FO膜运行G-AnMBR,因为MF的存在起到了清洗作用,并有助于稳定反应器的盐度。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4556/10053063/876a0e8a12cc/membranes-13-00265-g001.jpg

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