Rendra S, Warith M A, Fernandes L
Department of Civil Engineering, University of Ottawa, 161 Louis Pasteur St., P.O. Box 450, Stn. A Ottawa, Ontario KIN 6N5, Canada.
Environ Technol. 2007 Jun;28(6):609-20. doi: 10.1080/09593332808618822.
The biodegradation of municipal solid waste (MSW) was investigated in simulated bioreactor landfills under aerobic conditions. The bioreactors were operated to determine the amount of leachate recirculation and municipal wastewater sludge addition required to optimize waste degradation. The leachate generated was recycled over 47 weeks, leachate samples were collected on a weekly basis and analyzed for pH, biochemical oxygen demand (BOD), chemical oxygen demand (COD), Total Kjeldahl Nitrogen (TKN), and ammonia nitrogen (NH3-N). The temperature of the MSW in the bioreactors was measured on a daily basis. Leachate and sludge were added at the rates of 5 l wk(-1) to 15 l wk(-1) and 0.5 l wk(-1) to 1.5 l wk(-1), respectively. Within 27 weeks enhanced MSW degradation was observed at a leachate recirculation rate of 15 l wk(-1) (855 mg l(-1) of MSW d(-1)) and sludge addition rate of 1.5 l wk(-1) (85 mg l(-1) of MSW d(-1)). During this period, the COD concentration in the leachate dropped significantly. A reduction in the leachate recirculation and sludge addition rate increased the waste stabilization period up to 45 weeks.
在好氧条件下的模拟生物反应器填埋场中,对城市固体废物(MSW)的生物降解进行了研究。操作生物反应器以确定优化废物降解所需的渗滤液回流量和城市污水污泥添加量。产生的渗滤液在47周内进行循环,每周收集渗滤液样本并分析其pH值、生化需氧量(BOD)、化学需氧量(COD)、凯氏氮总量(TKN)和氨氮(NH₃-N)。每天测量生物反应器中城市固体废物的温度。渗滤液和污泥的添加速率分别为5升/周⁻¹至15升/周⁻¹和0.5升/周⁻¹至1.5升/周⁻¹。在27周内,在渗滤液回流速率为15升/周⁻¹(855毫克/升的城市固体废物/天⁻¹)和污泥添加速率为1.5升/周⁻¹(85毫克/升的城市固体废物/天⁻¹)时,观察到城市固体废物降解增强。在此期间,渗滤液中的COD浓度显著下降。渗滤液回流和污泥添加速率的降低将废物稳定期延长至45周。