首页> 外文期刊>Environmental Science & Technology >Sludge-Drying Lagoons: a Potential Significant Methane Source in Wastewater Treatment Plants
【24h】

Sludge-Drying Lagoons: a Potential Significant Methane Source in Wastewater Treatment Plants

机译:污泥干燥泻湖:废水处理厂中潜在的重要甲烷来源

获取原文
获取原文并翻译 | 示例
       

摘要

"Sludge-drying lagoons" are a preferred sludge treatment and drying method in tropical and subtropical areas due to the low construction and operational costs. However, this method may be a potential significant source of methane (CH_4) because some of the organic matter would be microbially metabolized under anaerobic conditions in the lagoon. The quantification of CH_4 emissions from lagoons is difficult due to the expected temporal and spatial variations over a lagoon maturing cycle of several years. Sporadic ebullition of CH_4, which cannot be easily quantified by conventional methods such as floating hoods, is also expected. In this study, a novel method based on mass balances was developed to estimate the CH_4 emissions and was applied to a full-scale sludge-drying lagoon over a three year operational cycle. The results revealed that processes in a sludge-drying lagoon would emit 6.5 kg CO_2-e per megaliter of treated sewage. This would represent a quarter to two-thirds of the overall greenhouse gas (GHG) emissions from wastewater-treatment plants (WWTPs). This work highlights the fact that sludge-drying lagoons are a significant source of CH_4 that adds substantially to the overall GHG footprint of WWTPs despite being recognized as a cheap and energy-efficient means of drying sludge.
机译:由于建设和运营成本低,“污泥干燥泻湖”是热带和亚热带地区的首选污泥处理和干燥方法。但是,此方法可能是潜在的重要甲烷来源(CH_4),因为某些有机物会在泻湖中的厌氧条件下被微生物代谢。由于在泻湖的几年成熟周期中预期的时间和空间变化,因此很难量化泻湖的CH_4排放。还期望CH_4的零星沸腾,这无法通过常规方法(如浮动罩)轻松量化。在这项研究中,开发了一种基于质量平衡的新方法来估算CH_4的排放量,并将该方法应用于三年运行周期的全规模污泥干燥泻湖。结果表明,污泥干燥泻湖中的过程每百万升处理后的污水将排放6.5千克CO_2-e。这将占废水处理厂(WWTP)总温室气体(GHG)排放量的四分之一到三分之二。这项工作凸显了一个事实,即污泥干燥泻湖是CH_4的重要来源,尽管被认为是一种廉价且节能的污泥干燥方法,但仍大大增加了污水处理厂的整体温室气体足迹。

著录项

  • 来源
    《Environmental Science & Technology》 |2016年第3期|1368-1375|共8页
  • 作者单位

    Advanced Wastewater Management Centre The University of Queensland, St. Lucia, 4072 Queensland, Australia,Department of Environmental Science and Engineering, School of Architecture and Environment, Sichuan University, Chengdu, Sichuan 610065, China;

    Advanced Wastewater Management Centre The University of Queensland, St. Lucia, 4072 Queensland, Australia,School of Chemical Engineering, The University of Queensland, St. Lucia, 4072 Queensland, Australia;

    Australian Water Quality Centre, Adelaide, 5000 South Australia, Australia,Health and Environment Group, School of the Environment, Flinders University, Bedford Park, 5042 South Australia, Australia,Centre for Water Management and Reuse, School of Natural and Built Environments, University of South Australia, Mawson Lakes, 5095 South Australia, Australia;

    Advanced Wastewater Management Centre The University of Queensland, St. Lucia, 4072 Queensland, Australia,LEQUIA, Institute of the Environment, University of Girona, Girona, Catalonia, 17071 Spain;

    Advanced Wastewater Management Centre The University of Queensland, St. Lucia, 4072 Queensland, Australia;

    Advanced Wastewater Management Centre The University of Queensland, St. Lucia, 4072 Queensland, Australia;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 13:58:37

相似文献

  • 外文文献
  • 中文文献
  • 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