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采用厌氧混合/好氧 CSTR 系统对 Denizli 垃圾渗滤液的特性及处理。

Characterization and treatment of Denizli landfill leachate using anaerobic hybrid/aerobic CSTR systems.

机构信息

Pamukkale University, Engineering Faculty, Environmental Eng. Department, Kinikli Campus, 20020 Denizli, Turkey.

出版信息

Environ Technol. 2011 May-Jun;32(7-8):699-711. doi: 10.1080/09593330.2010.510538.

DOI:10.1080/09593330.2010.510538
PMID:21879545
Abstract

Leachate generated in municipal solid waste landfill contains large amounts of organic and inorganic contaminants. In the scope of the study, characterization and anaerobic/aerobic treatability of leachate from Denizli (Turkey) Sanitary Landfill were investigated. Time-based fluctuations in characteristics of leachate were monitored during a one-year period. In characterization study; chemical oxygen demand (COD), biochemical oxygen demand (BOD) dissolved oxygen, temperature, pH, alkalinity, volatile fatty acids, total nitrogen, NH4-N, BOD5/COD ratio, suspended solid, inert COD, anaerobic toxicity assay and heavy metals concentrations in leachate were monitored. Average COD, BOD and NH4-N concentration in leachate were measured as 18034 mg/l, 11504 mg/l and 454 mg/l, respectively. Generally, pollution parameters in leachate were higher in summer and relatively lower in winter due to dilution by precipitation. For treatment of leachate, two different reactors, namely anaerobic hybrid and aerobic completely stirred tank reactor (CSTR) having effective volumes of 17.7 and 10.5 litres, respectively, were used. After 41 days of start-up period, leachate was loaded to hybrid reactor at 10 different organic loading rates (OLRs). OLR was increased by increasing COD concentrations. COD removal efficiency of hybrid reactor was carried out at a maximum of 91%. A percentage of 96% of residual COD was removed in the aerobic reactor. NH4-N removal rate in CSTR was quite high. In addition, high methane content was obtained as 64% in the hybrid reactor. At the end of the study, after 170 operation days, it can be said that the hybrid reactor and CSTR were very effective for leachate treatment.

摘要

垃圾填埋场产生的渗滤液含有大量的有机和无机污染物。本研究旨在考察土耳其代尼兹利市卫生填埋场渗滤液的特性及厌氧/好氧处理可行性。在为期一年的时间里,监测了渗滤液特性随时间的波动情况。在特性研究中,监测了渗滤液中的化学需氧量(COD)、生化需氧量(BOD)、溶解氧、温度、pH 值、碱度、挥发性脂肪酸、总氮、NH4-N、BOD5/COD 比、悬浮固体、惰性 COD、厌氧毒性试验和重金属浓度。渗滤液中平均 COD、BOD 和 NH4-N 浓度分别为 18034mg/L、11504mg/L 和 454mg/L。通常,由于降水的稀释作用,夏季渗滤液中的污染参数较高,冬季较低。为了处理渗滤液,使用了两个不同的反应器,即有效容积分别为 17.7 升和 10.5 升的厌氧混合反应器和好氧完全搅拌罐式反应器(CSTR)。经过 41 天的启动期后,将渗滤液以 10 种不同的有机负荷率(OLR)加载到混合反应器中。OLR 通过增加 COD 浓度来提高。混合反应器的 COD 去除效率最高可达 91%。好氧反应器中剩余 COD 的去除率为 96%。CSTR 中的 NH4-N 去除率相当高。此外,在混合反应器中获得了 64%的高甲烷含量。研究结束时,经过 170 个运行日,可以说混合反应器和好氧 CSTR 对渗滤液处理非常有效。

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