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Comparison of Aerobic and Anaerobic Degradation of Municipal Solid Waste

机译:城市生活垃圾好氧和厌氧降解的比较

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Four laboratory-scale landfill reactors were set and operated with different modes as follows: landfill with forced aeration and leachate recirculation (A1), landfill with natural aeration only (A2), landfill with leachate recirculation only (B1), and landfill with no aeration and leachate recirculation (B2). For each reactor, landfill gas, solid waste and leachate were periodically sampled and physical, chemical and biological parameters were monitored as the indicators of MSW stabilization process. Concentrations of CH4, CO2 and O2 were monitored by using landfill gas analyzer. For solid waste, settlement ratio, moisture content (MC) and volatile solid (VS) were measured. Leachate indicators included pH, conductivity, chemical oxygen demand (COD), biological oxygen demand (BOD) and NH3-N. All parameters were analyzed by standardized methods. CH4 concentration in B1 was higher than B2, which indicated that leachate recirculation was helpful to CH4 production. The rank of settlement ratio from high to slow was A1 >A2>B1>B2. VS of A1 decreased about 50% during experiment period, compared with A2 and B1 25-35% and B2 a slight decreasing which can be ignored. COD and BOD of A1 decreased from the beginning of the experiment, and the ratio of BOD/COD decreased exponentially from 0.55 to 0.024 after 100 days. For A2 and B1, COD and BOD began to decrease significantly after 200 days. The difference was that decrease of BOD/COD of B1 was below 0.01 after 300 days, but A2 kept high level (about 0.3-0.4) of decrease all the time. For B2, there was no significant change in COD and BOD. As for NH3-N, only A1 eliminated it and it accumulated up to about 3000 mg/L in the other three reactors. The results showed that forced aeration with leachate recirculation considerably decreases MSW stabilization time compared to that in the other three modes. Leachate recirculation was more effective on anaerobic degradation of MSW than aerobic degradation. Natural aeration and leachate recirculation had similar effects on solid waste biodegradation, while leachate recirculation was more effective on leachate disposal and natural aeration was more effective on solid waste degradation.
机译:设置了四个实验室规模的垃圾填埋反应堆,并以以下不同模式运行:带强制曝气和渗滤液再循环的垃圾填埋场(A1),仅具有自然曝气的垃圾填埋场(A2),仅具有渗滤液再循环的垃圾填埋场(B1)和没有曝气的垃圾填埋场和渗滤液再循环(B2)。对于每个反应堆,都要定期对垃圾填埋气,固体废物和渗滤液进行采样,并监测物理,化学和生物学参数,将其作为城市生活垃圾稳定过程的指标。使用垃圾填埋气体分析仪监测CH4,CO2和O2的浓度。对于固体废物,测量沉降比,水分含量(MC)和挥发性固体(VS)。渗滤液指标包括pH值,电导率,化学需氧量(COD),生物需氧量(BOD)和NH3-N。所有参数均通过标准化方法进行分析。 B1中的CH4浓度高于B2,这表明渗滤液再循环有助于CH4的产生。从高到慢的结算比率等级为A1> A2> B1> B2。在实验期间,A1的VS下降了约50%,而A2和B1的VS下降了25-35%,B2的下降很小,可以忽略不计。从实验开始,A1的COD和BOD下降,而100天后BOD / COD的比值从0.55指数下降到0.024。对于A2和B1,COD和BOD在200天后开始显着下降。区别在于,B1的BOD / COD降低在300天后低于0.01,而A2始终保持着较高的降低水平(约0.3-0.4)。对于B2,COD和BOD没有明显变化。至于NH3-N,只有A1消除了它,并且在其他三个反应器中累积了约3000 mg / L。结果表明,与其他三种模式相比,采用渗滤液再循环的强制曝气大大减少了城市固体废弃物的稳定时间。渗滤液再循环对城市固体废弃物的厌氧降解比有氧降解更有效。天然曝气和渗滤液再循环对固体废物生物降解的影响相似,而渗滤液再循环在渗滤液处置方面更有效,而天然曝气对固体废物降解更为有效。

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