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Nitrogen removal from on-site treated anaerobic effluents using intermittently aerated moving bed biofilm reactors at low temperatures

机译:使用间歇性曝气移动床生物膜反应器在低温下从现场处理的厌氧废水中去除氮

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On-site post-treatment of anaerobically pre-treated dairy parlour wastewater (DPWW_e; 10℃) and mixture of kitchen waste and black water (BWKW_e; 20℃) was studied in moving bed biofilm reactors (MBBR). The focus was on removal of nitrogen and of residual chemical oxygen demand (COD). Moreover, the effect of intermittent aeration and continuous vs. sequencing batch operation was studied. All MBBRs removed 50-60% of nitrogen and 40-70% of total COD (COD_t). Complete nitrification was achieved, but denitrification was restricted by lack of carbon. Nitrogen removal was achieved in a single reactor by applying intermittent aeration. Continuous and sequencing batch operation provided similar nitrogen and COD removal, wherefore simpler continuous feeding may be preferred for on-site applications. Combination of pre-treating upflow anaerobic sludge blanket (UASB) -septic tank and MBBR removed over 92% of COD_t, 99% of biological oxygen demand (BOD_7), and 65-70% of nitrogen.
机译:在移动床生物膜反应器(MBBR)中研究了厌氧预处理的奶店废水(DPWW_e; 10℃)和厨房垃圾与黑水的混合物(BWKW_e; 20℃)的现场后处理。重点是去除氮和残留化学需氧量(COD)。此外,研究了间歇曝气和连续vs.顺序批处理操作的效果。所有MBBR都去除了50-60%的氮和40-70%的总COD(COD_t)。实现了完全硝化,但是反硝化由于缺乏碳而受到限制。通过应用间歇曝气在单个反应器中实现脱氮。连续和顺序分批操作提供了相似的氮和COD去除效果,因此对于现场应用而言,更简单的连续进料可能是首选。处理前的上流厌氧污泥层(UASB)-化粪池和MBBR的组合去除了92%的COD_t,99%的生物需氧量(BOD_7)和65-70%的氮。

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