首页> 外文会议>Annual Water Environment Federation technical exhibition and conference >Improving Leachate Quality and Landfill Gas Production in Pilot Scale Landfill Bioreactors Containing Sewage Sludge and Geotextile Biofilters
【24h】

Improving Leachate Quality and Landfill Gas Production in Pilot Scale Landfill Bioreactors Containing Sewage Sludge and Geotextile Biofilters

机译:在包含污水污泥和土工布生物滤池的中试规模垃圾填埋生物反应器中提高渗滤液质量和垃圾填埋气产量

获取原文

摘要

In this study, three pilot scale reactors simulating anaerobic landfdl bioreactors (R1, R2 and R3) were operated to improve leachate quality and landfill gas (LFG) production. For this purpose, the effect of sewage sludge co-disposal (at 1/20 weight ratio) and influence of geotextile biofilters on both LFG production and leachate quality was investigated. To improve the leachate quality, R2 consisted of a permeable geotextile biofilter in its drainage layer. Additionally, sewage sludge was added to Rl and R2 to improve the LFG production. Lastly, a control reactor, R3, was run without leachate recirculation similar to that of conventional landfills. All reactors were inoculated with 30 liters of anaerobic seed sludge. Temperature was maintained at 37 °C to sustain mesophilic conditions inside the reactors. Quantity and composition of both leachate and LFG have been monitored for 540 days. LFG quantity, chemical oxygen demand (COD), 5-day biochemical oxygen demand (BODs), pH, oxidation reduction potential (ORP), and other operating parameters were regularly monitored. Since there was not leachate recirculation in R3, leachate quality parameters were not evaluated in the control reactor. The final steady state pH values for all reactors were between 7.8 - 8.05. The final BODs and COD concentrations were 390 and 180 mg/L for Rl and R2 respectively. The BOD5 removal rates were 98% and 99% and the COD removal rates were 92% and 94% for Rl and R2, respectively. Though there was a negligible amount of LFG still being produced, at the end of the study, a total of 7504 L, 22408 L and 10901 L of LFG was produced for Rl, R2 and R3 respectively. The highest cumulative LFG production was observed in R2, which consisted of sewage sludge mixed with municipal solid waste (MSW) and a geotextile biofilter in the drainage layer.
机译:在这项研究中,运行了三个模拟厌氧性landfdl生物反应器(R1,R2和R3)的中试规模反应器,以提高渗滤液质量和垃圾填埋气(LFG)的生产。为此,研究了污水污泥共处置(1/20重量比)的影响以及土工织物生物滤池对LFG产量和渗滤液质量的影响。为了提高渗滤液质量,R2在其排水层中包含一个可渗透的土工织物生物滤池。另外,将污水污泥添加到R1和R2中以改善LFG生产。最后,与常规垃圾填埋场类似,在没有渗滤液再循环的情况下运行了控制反应堆R3。所有反应器均接种30升厌氧种子污泥。将温度保持在37℃以维持反应器内部的中温条件。渗滤液和LFG的数量和组成均已进行了540天的监测。定期监测LFG量,化学需氧量(COD),5天生化需氧量(BOD),pH,氧化还原电位(ORP)和其他操作参数。由于R3中没有渗滤液再循环,因此在对照反应器中未评估渗滤液质量参数。所有反应器的最终稳态pH值在7.8-8.05之间。 R1和R2的最终BOD和COD浓度分别为390和180 mg / L。 R1和R2的BOD5去除率分别为98%和99%,COD去除率分别为92%和94%。尽管仍有少量的LFG产生,但在研究结束时,分别为R1,R2和R3产生了总计7504 L,22408 L和10901 L的LFG。在R2中观察到最高的LFG累积产量,其中包括污水污泥和城市固体废物(MSW)以及排水层中的土工布生物滤池。

著录项

相似文献

  • 外文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号