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Application of a partial nitritation and anammox system for the old landfill leachate treatment

机译:部分硝化和厌氧氨系统在旧垃圾渗滤液处理中的应用

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This study shows high nitrogen removal efficiency of a combination of partial nitritation and Anaerobic Ammonium Oxidation (anammox) process for old landfill leachate treatment. A lab-scale experiment including partial nitritation using a sequencing batch reactor (PN-SBR) followed by a anammox hybrid reactor (HAR), which consists of suspended biomass layer in the bottom part and bio-carrier bed in the upper part run at the influent total ammonia concentrations (TAN) of 500 mg NIL and 1000 mg N/L The result of PN-SBR experiment showed that the NO2-N:NH4-N ratio achieved about 1.22 and 1.02 at HRT of 12 h (influent TAN of 500 mg N/L) and HRT of 19 h (influent TAN of 1000 mg N/L), respectively. Simultaneously, the HAR was operated at the nitrogen loading rate (NLR) of 4.2 and 83 kg N/m(3).d, corresponding to influent TAN of 500 mg N/L and 1000 mg N/L, respectively. The effluent of the system containing 9.7 +/- 3.5 mg NH4-N/L, 1.7 +/- 0.4 mg NO2-N/L and 23 +/- 4 mg NO3-N/L (equivalent to 35 +/- 4 mg TN/L) at NLR of 1.02 for PN-SBR and NLR of 4.2 kg N/m(3).d for BAR. This effluent quality was good enough to meet Vietnamese treated landfill leachate quality. The system obtained TN removals of 93 +/- 1% and 81 +/- 1.2% at NLRs of 4.2 kg TN/m(3).d (phase I) and 8.3 kg TN/m(3).d (phase II), respectively. The total biomass of BAR including attached biomass and suspended one was maintained up to 20,400 mgVSS/L at the end of the experiment when the removal rate of anamnox biomass obtained 0.4 kg TN/kgVSS.d. While, PN-SBR was kept at 2300 mg MLVSS/L and SRT of 10-12 days at NLR of 4.2 kg TN/m(3).d, which the nitrogen conversion rate of AOB was 0.53 kg TAN/kgVSS.d. In terms of COD removal, it is found that PN-SBR removed only 14% of influent COD, whereas BAR removed 30% of COD. (C) 2014 Published by Elsevier Ltd
机译:这项研究表明,部分硝化和厌氧铵氧化(anammox)工艺相结合可有效去除旧垃圾渗滤液。实验室规模的实验,包括使用顺序分批反应器(PN-SBR)进行部分硝化,然后使用厌氧氨氧化混合反应器(HAR),该反应器由底部的悬浮生物质层和上部的生物载体床组成,并在进水总氨浓度(TAN)为500 mg NIL和1000 mg N / L PN-SBR实验结果表明,在HRT为12 h时,进水TAN为500,NO2-N:NH4-N的比值分别约为1.22和1.02。 mg N / L)和HRT分别为19 h(进水TAN为1000 mg N / L)。同时,HAR的氮负荷率(NLR)为4.2和83 kg N / m(3).d,分别对应于进水TAN 500 mg N / L和1000 mg N / L。该系统的废水含有9.7 +/- 3.5 mg NH4-N / L,1.7 +/- 0.4 mg NO2-N / L和23 +/- 4 mg NO3-N / L(相当于35 +/- 4 mg PN-SBR的NLR为1.02,NLR为4.2 kg N / m(3).d)。这种废水的质量足以满足越南处理的垃圾填埋场渗滤液的质量。在4.2 kg TN / m(3).d(阶段I)和8.3 kg TN / m(3).d(阶段II)的NLR下,系统获得的TN去除率为93 +/- 1%和81 +/- 1.2%。 ), 分别。实验结束时,当氨纶生物质的去除率达到0.4 kg TN / kgVSS.d时,包括附着的生物质和悬浮的BAR的总生物质保持在20,400 mgVSS / L。同时,PN-SBR的NLR为4.2 kg TN / m(3).d,PN-SBR保持在2300 mg MLVSS / L,SRT为10-12天,其中AOB的氮转化率为0.53 kg TAN / kgVSS.d。就COD去除而言,发现PN-SBR仅去除了14%的进水COD,而BAR去除了30%的COD。 (C)2014由Elsevier Ltd发布

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