首页> 外文会议>The 22nd International Conference on Solid Waste Technology and Management(ICSW 2007) >Fuzzy Logic Simulation of Biodegradation of Municipal Solid Waste under Aerobic and Anaerobic Simulated Bioreactors Landfill
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Fuzzy Logic Simulation of Biodegradation of Municipal Solid Waste under Aerobic and Anaerobic Simulated Bioreactors Landfill

机译:好氧和厌氧模拟生物反应器垃圾填埋场降解城市生活垃圾的模糊逻辑模拟

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A fuzzy logic model was developed to simulate biodegradation of municipal solid waste (MSW) in simulated bioreactors landfill under aerobic and anaerobic 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 and 63 weeks, leachate samples were collected on a weekly basis and analyzed for chemical oxygen demand (COD). 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 to 15 L/wk and 0.5 L/wk to 1.5 L/wk, respectively. Within 27 and 41 weeks for aerobic and anaerobic bioreactors, enhanced MSW degradation was observed at a leachate recirculation rate of 15 L/wk (855 mL/kg of MSW/d) and sludge addition rate of 1.5 L/wk (85 mL/kg of MSW/d). During this period, the COD concentration in the leachate dropped from 38,000 and 45,000 mg/L to approximately 1000 mg/L for aerobic and anaerobic bioreactors, respectively. Reduction in the leachate recirculation and sludge addition rate to 285 and 28 mL/kg of MWS/d respectively, increased the waste stabilization period up to 45 and 63 weeks for aerobic and anaerobic bioreactors. Within 10 and 25 weeks in aerobic and anaerobic bioreactors, temperatures reached the peak at 56 and 38 ℃ at a leachate recirculation rate of 15 L/wk (855 mL/kg of MSW/d) and sludge addition rate of 1.5 L/wk (85 mL/kg of MSW/d). Based on the two parameters, COD and temperatures, fuzzy logic approach was employed to develop a MSW biodegradation model. The results showed that fuzzy logic simulation demonstrated reasonable agreement with the experimental observations. Although there were deviations between the model simulation and measured data, the simulation results can closely predict the trend of the process. The overall evaluations of the simulation also confirmed the efficiency and reliability of the model to reproduce pertinent characteristics and important features of MSW biodegradation under leachate recirculation and sludge addition with or without air addition. In addition, the model has the ability to capture the pertinent features of the MSW biodegradation process. Accordingly the MSW biodegradation process can be accurately simulated using the fuzzy logic control approach.
机译:建立了模糊逻辑模型,以模拟在需氧和厌氧条件下模拟生物反应器垃圾填埋场中城市固体废物(MSW)的生物降解。操作生物反应器以确定优化废物降解所需的渗滤液再循环量和市政废水污泥添加量。产生的渗滤液回收了47和63周,每周收集渗滤液样品并分析化学需氧量(COD)。每天测量生物反应器中MSW的温度。渗滤液和污泥的添加速度分别为5 L / wk至15 L / wk和0.5 L / wk至1.5 L / wk。对于需氧和厌氧生物反应器,在27和41周内,渗滤液回流速率为15 L / wk(855 mL / kg MSW / d)和污泥添加速率为1.5 L / wk(85 mL / kg)时,观察到MSW降解增强。 MSW / d)。在此期间,对于好氧和厌氧生物反应器,渗滤液中的COD浓度分别从38,000和45,000 mg / L降至约1000 mg / L。有氧和厌氧生物反应器的渗滤液再循环量和污泥添加率分别降低到285和28 mL / kg MWS / d,使废物稳定期延长至45和63周。在好氧和厌氧生物反应器中,在10和25周内,浸出液再循环速率为15 L / wk(855 mL / kg MSW / d),污泥添加速率为1.5 L / wk(56和38℃)时,温度达到峰值。 85 mL / kg的MSW / d)。基于化学需氧量和温度这两个参数,采用模糊逻辑方法建立了城市生活垃圾的生物降解模型。结果表明,模糊逻辑仿真与实验结果吻合良好。尽管模型仿真和测量数据之间存在偏差,但是仿真结果可以紧密预测过程的趋势。模拟的整体评估还证实了该模型的有效性和可靠性,该模型可在渗滤液再循环和添加或不添加空气的污泥条件下,重现生活垃圾生物降解的相关特征和重要特征。此外,该模型还具有捕获MSW生物降解过程相关特征的能力。因此,可以使用模糊逻辑控制方法精确地模拟城市生活垃圾的生物降解过程。

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