首页> 外文期刊>Journal of environmental sciences >An autotrophic nitrogen removal process: Short-cut nitrification combined with ANAMMOX for treating diluted effluent from an UASB reactor fed by landfill leachate
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An autotrophic nitrogen removal process: Short-cut nitrification combined with ANAMMOX for treating diluted effluent from an UASB reactor fed by landfill leachate

机译:自养氮去除工艺:短程硝化与ANAMMOX结合用于处理由垃圾渗滤液进料的UASB反应器的稀释废水

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摘要

A combined process consisting of a short-cut nitrification (SN) reactor and an anaerobic ammonium oxidation upflow anaerobic sludge bed (ANAMMOX) reactor was developed to treat the diluted effluent from an upflow anaerobic sludge bed (UASB) reactor treating high ammonium municipal landfill leachate. The SN process was performed in an aerated upflow sludge bed (AUSB) reactor (working volume 3.05 L), treating about 50% of the diluted raw wastewater. The ammonium removal efficiency and the ratio of (NO_2)~--N to NOx~--N in the effluent were both higher than 80%, at a maximum nitrogen loading rate of 1.47 kg/(m~3·day). The ANAMMOX process was performed in an UASB reactor (working volume 8.5 L), using the mix of SN reactor effluent and diluted raw wastewater at a ratio of 1:1. The ammonium and nitrite removal efficiency reached over 93% and 95%, respectively, after 70-day continuous operation, at a maximum total nitrogen loading rate of 0.91 kg/(m~3·day), suggesting a successful operation of the combined process. The average nitrogen loading rate of the combined system was 0.56 kg/(m~3·day), with an average total inorganic nitrogen removal efficiency 87%. The nitrogen in the effluent was mostly nitrate. The results provided important evidence for the possibility of applying SN-ANAMMOX after UASB reactor to treat municipal landfill leachate.
机译:开发了由短程硝化(SN)反应器和厌氧铵氧化上流厌氧污泥床(ANAMMOX)反应器组成的组合工艺,以处理处理高铵市政垃圾填埋场渗滤液的上流厌氧污泥床(UASB)反应器的稀释废水。 。 SN工艺在曝气上流污泥床(AUSB)反应器(工作容积3.05 L)中进行,处理约50%的稀释原废水。在最大氮负荷率为1.47 kg /(m〜3·day)的条件下,废水中的氨去除效率和(NO_2)〜--N与NOx〜--N的比率均高于80%。 ANAMMOX工艺在UASB反应器(工作容积8.5 L)中进行,使用SN反应器出水和稀释原废水的比例为1:1。连续运行70天后,氨和亚硝酸盐的去除效率分别达到93%和95%以上,最大总氮负载率为0.91 kg /(m〜3·day),表明该联合工艺成功运行。组合系统的平均氮负荷率为0.56 kg /(m〜3·day),平均总无机氮去除效率为87%。废水中的氮主要为硝酸盐。研究结果为UASB反应器后应用SN-ANAMMOX处理城市垃圾渗滤液提供了重要的证据。

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