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The effect of urban landfill leachate characteristics on the coexistence of anammox bacteria and heterotrophic denitrifiers

机译:城市垃圾渗滤液特征对厌氧菌和异养反硝化菌共存的影响

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Heterotrophic denitrification coexists with the anammox process contributing to N removalnowing to the biodegradable organic matter supply from urban landfill leachate and the decay ofnmicroorganisms. Both biomasses consumed nitrite increasing the nitrite requirements of thensystem. The aim of this paper is the study of the causes which induce the system to decreasennitrogen removal efficiency. In this study, urban landfill leachate has been treated in annanammox Sequencing Batch Reactor (SBR) for 360 days. The anammox reactor treated onnaverage 0.24 kgNm23 d21 obtaining nitrogen removal efficiencies up to 89%. The resultsndemonstrated that i) a suitable influent nitrite to ammonium molar ratio is a crucial factor tonavoid troubles in the anammox reactor performance; ii) an excess of nitrite implied nitritenaccumulation in the reactor; iii) a lower nitrite supply than the necessary for the system couldnforce a loss of specific anammox activity due to nitrite competition with denitrifiers. Thesenresults pointed out the importance of the previous partial-nitritation process control in order tonobtain a correct influent nitrite to ammonium molar ratio for the anammox reactor. In addition,nsudden variation of the leachate characteristics must be avoided.
机译:异养反硝化与厌氧消化过程共存,这有助于去除氮,因为这有助于城市垃圾填埋场渗滤液中可生物降解的有机物供应和微生物的腐烂。两种生物质都消耗亚硝酸盐,从而增加了系统对亚硝酸盐的需求。本文的目的是研究导致系统降低氮去除效率的原因。在这项研究中,城市垃圾填埋场渗滤液已在annanammox顺序批处理反应器(SBR)中处理了360天。厌氧氨氧化反应器平均处理0.24 kgNm23 d21,可获得高达89%的脱氮效率。结果表明:i)合适的进水亚硝酸盐与铵的摩尔比是避免厌氧氨氧化反应器性能出现问题的关键因素; ii)反应器中过量的亚硝酸盐暗示亚硝酸盐积累; iii)亚硝酸盐供应量少于系统所需的亚硝酸盐供应量,可能会导致亚硝酸盐与反硝化剂竞争,从而导致特定的厌氧氨氧化活性损失。结果表明,以前的部分硝化过程控制的重要性,以使厌氧氨氧化反应器无法获得正确的进水亚硝酸盐与铵的摩尔比。另外,必须避免渗滤液特性的突然变化。

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