环境卫生工程 ›› 2024, Vol. 32 ›› Issue (2): 75-84.doi: 10.19841/j.cnki.hjwsgc.2024.02.011

• 固体废物处理生命周期评价与碳足迹 • 上一篇    下一篇

生活垃圾焚烧、填埋及污水处理中长时间碳排放水平研究

王天娇,李 敏,王 乾,苗宪宝,徐 林,李义华   

  1. 1. 光大环境科技(中国)有限公司;2. 光大环保(中国)有限公司;3. 中国光大水务有限公司
  • 出版日期:2024-04-29 发布日期:2024-04-29

Long-time Study of Carbon Emission Levels of Domestic Waste Incineration,Waste Landfill and Wastewater Disposal

WANG Tianjiao, LI Min, WANG Qian, MIAO Xianbao, XU Lin, LI Yihua   

  1. 1. Everbright Environment Technology(China) Co. Ltd.; 2. Everbright Environment(China) Co. Ltd.; 3. China Everbright Water Co. Ltd.
  • Online:2024-04-29 Published:2024-04-29

摘要: 对南北两地的5台生活垃圾焚烧炉尾部烟气、2个生活垃圾填埋场的填埋堆体覆膜区域和2个污水处理厂的开放式工艺池分别进行了长达1 a的温室气体CO2、CH4、N2O监测。焚烧炉尾部烟气中吨垃圾CO2排放强度年均值为0.653~0.797 t,运行工况稳定情况下其核算值与监测值的相对误差最低可达1.86%。填埋堆体覆膜区域的温室气体排放通量随季节波动性很大,南方地域夏天排放最高值CO2可达11.13 g/(m2·h)、CH4可达0.98 g/(m2·h)、N2O可达3.519 mg/(m2·h)。污水处理工艺池CO2和N2O排放以曝气池为主,其中CO2受季节变化影响不大,N2O的全年波动大。北方污水厂CH4的排放通量有明显季节差异,以缺氧池、选择池、厌氧池在夏季的数值最高,最高达到1.60 g/(m2·h)。南方污水处理工艺池中CH4排放能力仍然以3个曝气池为主,全年波动大且无明显季节差异,最高约达到0.40 g/(m2·h)。

关键词: 温室气体, 碳监测, 垃圾焚烧, 垃圾填埋, 污水处置

Abstract: Greenhouse gases CO2, CH4 and N2O were monitored for up to one year in the tail gas of five municipal solid waste incinerators, the areas covered with films of two domestic waste landfills and open processing pools of two wastewater disposals, respectively. The average annual CO2 emission capacity of tons of waste in the flue gas of incinerator tail was in the range of 0.653 to 0.797 t. The relative error between the calculated value and the monitored value was as low as 1.86% under stable operating conditions. The greenhouse gas emission flux in the covered area of landfill fluctuated greatly with the seasons. The maximum emission levels of CO2 could reach 11.13 g/(m2·h), CH4 could reach 0.98 g/(m2·h), and N2O could reach 3.519 mg/(m2·h) in the southern region in summer. The CO2 and N2O emissions from the wastewater treatment process tank were mainly in the aeration tank, in which CO2 was not affected by the seasonal change, and N2O fluctuated greatly throughout the year. As to CH4, the discharge fluxes in the north sewage plant had obvious seasonal differences, and the values of anoxic pool, selective pool and anaerobic pool were the highest in summer. The highest data was 1.60 g/(m2·h). The CH4 discharge capacity of the sewage treatment process tank in southern China was still dominated by three aeration tanks, which fluctuated greatly throughout the year and had no obvious seasonal difference, and could reach about 0.40 g/(m2·h).

Key words: greenhouse gas, carbon monitoring, waste incineration, waste landfill, wastewater disposal

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