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Anammox for ammonia removal from pig manure effluents: Effect of organic matter content on process performance

机译:厌氧氨氧化法去除猪粪废水中的氨:有机物含量对工艺性能的影响

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The anammox process, under different organic loading rates (COD), was evaluated using a semi-continous UASB reactor at 37 degrees C. Three different substrates were used: initially, synthetic wastewater, and later, two different pig manure effluents (after UASB-post-digestion and after partial oxidation) diluted with synthetic wastewater. High ammonium removal was achieved, up to 92.1 +/- 4.9% for diluted UASB-post-digested effluent (95 mg COD L-1) and up to 98.5 +/- 0.8% for diluted partially oxidized effluent (121 mg COD L-1). Mass balance clearly showed that an increase in organic loading (from 95 mg COD L-1 to 237 mg COD L-1 and from 121 mg COD L-1 to 290 mg COD L-1 for the UASB-post-digested effluent and the partially oxidized effluent, respectively) negatively affected the anammox process and facilitated heterotrophic denitrification. Partial oxidation as a pre-treatment method improved ammonium removal at high organic matter concentration. Up to threshold organic load concentration of 142 mg COD L-1 of UASB-post-digested effluent and 242 mg COD L-1 of partially oxidized effluent, no effect of organic loading on ammonia removal was registered (ammonium removal was above 80%). However, COD concentrations above 237 mg L-1 (loading rate of 112 mg COD L-1 day(-1)) for post-digested effluent and above 290 mg L-1 (loading rate of 136 mg COD L-1 day(-1)) for partially oxidized effluent resulted in complete cease of ammonium removal. Results obtained showed that, denitrification and anammox process were simultaneously occurring in the reactor. Denitrification became the dominant ammonium removal process when the COD loading was increased.
机译:使用半连续UASB反应器在37摄氏度下评估了在不同有机负荷率(COD)下的厌氧氨氧化过程。使用了三种不同的基质:最初是合成废水,后来使用了两种不同的猪粪废水(UASB-消化后和部分氧化后)用合成废水稀释。实现了高铵去除率,对于稀释后的UASB消化后的废水(95 mg COD L-1)高达92.1 +/- 4.9%,对于部分氧化的稀释后的废水(121 mg COD L-高达98.5 +/- 0.8%) 1)。质量平衡清楚地表明,UASB消化后的废水和有机物的有机负荷增加(从95 mg COD L-1增加到237 mg COD L-1和从121 mg COD L-1增加到290 mg COD L-1。部分氧化的废水分别对厌氧氨氧化过程产生不利影响,并促进异养反硝化。部分氧化作为一种​​预处理方法可提高高有机物浓度下的铵去除率。 UASB后消化的废水的有机负载浓度达到阈值142 mg COD L-1和部分氧化的废水达到242 mg COD L-1时,未记录有机负载对氨去除的影响(铵去除率超过80%) 。但是,消化后的废水中的COD浓度高于237 mg L-1(负荷率为112 mg COD L-1 day(-1)),高于290 mg L-1(负荷率为136 mg L-1 day(-1)) -1))对于部分氧化的出水导致氨完全停止去除。所得结果表明,反应器中同时发生了反硝化和厌氧氨氧化过程。当COD含量增加时,反硝化作用成为去除铵的主要过程。

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