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Treatment of synthetic wastewater by a novel MBR with granular sludge developed for controlling membrane fouling

机译:新型MBR与颗粒污泥一起处理膜污垢的新型MBR处理

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A novel membrane bioreactor system,a membrane bioreactor with aerobic granular sludge (MGSBR),was developed to treat municipal wastewater in this paper.The main goal was to control the membrane fouling by changing the configuration of aerobic sludge,also to examine the feasibility of the MGSBR used to treat wastewater.The results in the paper demonstrated that treatment performance of a MGSBR was stable and on a high level.The ranges of COD degradation and concentration in the effluent from a MGSBR were 80-95% and 15-50mgL~(-1),respectively,during the period of operation examined.Compared with the conventional MBR (MFSBR) system,anaerobic environment in a MGSBR system could be effectively provided inside aerobic granules,which benefited for the denitrification of nitrate nitrogen.The NH4-N concentration in effluent from the MGSBR system was all the time lower than 15 mg L~(-1).During the examined time,the membrane permeability of MGSBR was more 50% higher than that of a MFSBR.The substitute of floc sludge by aerobic granules in the MBR system benefited for controlling flux decline and membrane fouling with good performance of treatment.The supernatant (colloids+solutes) was almost the controller of the membrane flux in a MGSBR.The cleaning recovery of hydraulic cleaning in membrane flux from the MGSBR was 87.7%,which was near 10% lower than that of MFSBR system.However,the chemical cleaning could remove most of foulants on the membrane surface and within the pores with the recovery of near 100%.As a novel MBR system possessing advantages in controlling of membrane fouling with good performance of wastewater treatment,the MGSBR process deserved more attention and deep investigation in the future.
机译:本文开发了一种新型的膜生物反应器系统,即带有好氧颗粒污泥的膜生物反应器(MGSBR),用于处理城市废水。主要目标是通过改变好氧污泥的结构来控制膜污染,并检验其可行性。结果表明,MGSBR的处理性能稳定且高水平,MGSBR的废水中COD降解范围和浓度分别为80-95%和15-50mgL〜 (-1)在操作期间。与常规MBR(MFSBR)系统相比,MGSBR系统中的厌氧环境可在需氧颗粒内部有效提供,有利于硝态氮的反硝化。 MGSBR系统出水中的N浓度始终低于15 mg L〜(-1)。在检查期间,MGSBR的膜渗透率比MFSBR高50%。 MBR系统中好氧颗粒对絮凝污泥的溶出效果有利于控制通量下降和膜结垢,并且具有良好的处理性能.MGSBR中的上清液(胶体+溶质)几乎是膜通量的控制者。 MGSBR的膜通量为87.7%,比MFSBR系统的膜通量低近10%。但是,化学清洗可以去除膜表面和孔内的大部分污垢,回收率接近100%。新型的MBR系统在膜污染控制方面具有优势,并具有良好的废水处理性能,MGSBR工艺在未来值得更多的关注和深入的研究。

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