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采用膜生物反应器/反渗透处理城市垃圾渗滤液的混凝/气浮/膜分离法。

Stripping/flocculation/membrane bioreactor/reverse osmosis treatment of municipal landfill leachate.

机构信息

Department of Environmental Engineering, Faculty of Engineering, Firat University, 23119 Elazig, Turkey.

出版信息

J Hazard Mater. 2009 Nov 15;171(1-3):309-17. doi: 10.1016/j.jhazmat.2009.06.003. Epub 2009 Jun 10.

Abstract

This study presents a configuration for the complete treatment of landfill leachate with high organic and ammonium concentrations. Ammonia stripping is performed to overcome the ammonia toxicity to aerobic microorganisms. By coagulation-flocculation process, COD and suspended solids (SS) were removed 36 and 46%, respectively. After pretreatment, an aerobic/anoxic membrane bioreactor (Aer/An MBR) accomplished the COD and total inorganic nitrogen (total-N(i)) removals above 90 and 92%, respectively, at SRT of 30 days. Concentrations of COD and total-N(i) (not considering organic nitrogen) in the Aer/An MBR effluent decreased to 450 and 40 mg/l, respectively, by significant organic oxidation and nitrification/denitrification processes. As an advanced treatment for the leachate, the reverse osmosis (RO) was applied to the collected Aer/An MBR effluents. Reverse osmosis provided high quality effluent by reducing the effluent COD from MBR to less than 4.0mg/l at SRT of 30 days.

摘要

本研究提出了一种配置,用于完全处理具有高有机和氨氮浓度的垃圾渗滤液。氨汽提用于克服氨对好氧微生物的毒性。通过混凝-絮凝工艺,COD 和悬浮固体(SS)的去除率分别为 36%和 46%。预处理后,好氧/缺氧膜生物反应器(Aer/An MBR)在 SRT 为 30 天时,COD 和总无机氮(总-N(i))的去除率均超过 90%和 92%。通过显著的有机氧化和硝化/反硝化过程,Aer/An MBR 出水中的 COD 和总-N(i)(不考虑有机氮)浓度分别降低至 450 和 40mg/L。反渗透(RO)作为渗滤液的高级处理方法,应用于收集的 Aer/An MBR 出水。反渗透在 SRT 为 30 天时,将 MBR 的出水 COD 降低到 4.0mg/L 以下,提供了高质量的出水。

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