Effects of nitrogen conversion and environmental factors on landfill CH^sub 4^ oxidation and N^sub 2^O emissions in aged refuse

• Published in: Journal of environmental management Vol. 126; p. 152
• Main Authors: Zhang, Houhu, Zhao, Keqiang, Yan, Xiaofei, Sun, Qinfang, Li, Yi, Zhang, Yi, Zun, Zhao, Ke, Fan
• Format: Journal Article
• Language: English
• Published: London Academic Press Ltd 15.09.2013
• Subjects: Ammonia; Bacteria; Moisture content; Nitrification; Nitrogen; Oxidation; Reaction kinetics
• ISSN: 0301-4797; 1095-8630

We determined the effects of nitrification capacity and environmental factors on landfill methane oxidation potential (MOP) using an aged refuse in laboratory batch assays and compared it with two different types of soils. The nitrogen conversion in the three experimental materials after 120 h incubation yielded first-order reaction kinetics at an initial concentration of 200 mg kg... NH...-N. The net nitrification rate for the aged refuse was 1.50 (p < 0.05) and 2.08 (p < 0.05) times that of the clay soil and the sandy soil, respectively. The net NO...-N generation rate by the aged refuse was 1.93 (p < 0.05) and 2.57 (p < 0.05) times that of the clay soil and the sandy soil, respectively. When facilitated by ammonia-oxidizing bacteria during CH4 co-oxidation, the average value of the MOP in the aged refuse at a temperature range of 4-45 ...C was 2.34 (p < 0.01) and 4.71 (p < 0.05) times greater than that of the clay soil and the sandy soil, respectively. When the moisture content ranged from 8 to 32% by mass, the average values for the MOP in the aged refuse were 2.08 (p < 0.01) and 3.15 (p < 0.01) times greater than that of the clay soil and the sandy soil, respectively. The N2O fluxes in the aged refuse at 32% moisture content were 5.33 (p < 0.05) and 12.00 (p < 0.05) times more than in the clay and the sandy soil, respectively. The increase in N2O emissions from a municipal solid waste landfill can be neglected after applying an aged refuse bio-cover because of the much higher MOP in the aged refuse. The calculated maximum MOP value in the aged refuse was 12.45 ...mol g... d.w. h..., which was much higher than the documented data. (ProQuest: ... denotes formulae/symbols omitted.)