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首页> 外文期刊>Bioresource Technology: Biomass, Bioenergy, Biowastes, Conversion Technologies, Biotransformations, Production Technologies >Characteristics of the bioreactor landfill system using an anaerobic-aerobic process for nitrogen removal
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Characteristics of the bioreactor landfill system using an anaerobic-aerobic process for nitrogen removal

机译:使用厌氧-好氧工艺去除氮的生物反应器垃圾填埋系统的特征

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A sequential upflow anaerobic sludge blanket (UASB) and air-lift loop sludge blanket (ALSB) treatment was introduced into leachate recirculation to remove organic matter and ammonia from leachate in a lab-scale bioreactor landfill. The results showed that the sequential anaerobic-aerobic process might remove above 90% of COD and near to 100% of NH4+-N from leachate under the optimum organic loading rate (OLR). The total COD removal efficiency was over 98% as the OLR increased to 6.8-7.7 g/l d, but the effluent COD concentration increased to 2.9-4.8 g/l in the UASB reactor, which inhibited the activity of nitrifying bacteria in the subsequent ALSB reactor. The NO3--N concentration in recycled leachate reached 270 mg/l after treatment by the sequential anaerobic-aerobic process, but the landfill reactor could efficiently denitrify the nitrate. After 56 days operation, the leachate TN and NH4+-N concentrations decreased to less than 200 mg/l in the bioreactor landfill system. The COD concentration was about 200 mg/l with less than 8 mg/l BOD in recycled leachate at the late stage. In addition, it was found that nitrate in recycled leachate had a negative effect on waste decomposition. (c) 2006 Elsevier Ltd. All rights reserved.
机译:在实验室规模的生物反应器垃圾填埋场中,将连续的上流厌氧污泥层(UASB)和气升回路污泥层(ALSB)处理引入渗滤液再循环,以从渗滤液中去除有机物和氨。结果表明,在最佳有机负荷率(OLR)下,连续厌氧-好氧过程可从渗滤液中去除90%以上的COD和近100%的NH4 + -N。当OLR增加到6.8-7.7 g / ld时,总的COD去除效率超过98%,但是在UASB反应器中出水的COD浓度增加到2.9-4.8 g / l,这抑制了后续ALSB中硝化细菌的活性。反应堆。经过连续厌氧-好氧工艺处理后,再生渗滤液中的NO3--N浓度达到270 mg / l,但垃圾填埋反应器可以有效地反硝化硝酸盐。在运行56天后,在生物反应器垃圾填埋场中,渗滤液中的TN和NH4 + -N浓度降至200 mg / l以下。在后期的回收渗滤液中,COD浓度约为200 mg / l,BOD低于8 mg / l。另外,发现回收的渗滤液中的硝酸盐对废物分解具有负面影响。 (c)2006 Elsevier Ltd.保留所有权利。

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