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Computer simulation of moisture distribution in unlined aerobic bioreactor landfills——quasi-steady-state condition

机译:无衬里好氧生物反应器垃圾填埋场水分分布的计算机模拟-准稳态条件

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Closed unlined landfills can found in many cities in China,as a side product of economic and urban development in last century.The degradation velocity of municipal solid waste (MSW) in such landfills can be very slow due to lack of moisture and its stabilization time can reach twenty years or more if no measure is enforced from outside.Recently aerobic bioreaetor landfill technology has been applied to accelerate MSW decomposition by introducing water and air into the landfill.However,excessive water could also result in secondary pollution to ground water.In order to apply the aerobic bioreactor landfill technology for unlined landfills treatment without leaehate across the site boundary,an appropriate water injection volume has to be determined.In this paper,a 3D mathematical model is established from mass balance and Darcy's law in a cylindrical coordinate system for the simulation of moisture distribution in an unlined aerobic bioreactor landfill.Moisture profile in landfills is obtained by coupling the aerobic bio-reaction with the water generation term at different scales.The aerobic bio-reaction rate is considered as the function of moisture content,temperature,matrix concentration,oxygen concentration and microorganism concentration.Two water injection styles,surface ponding and vertical well,were investigated.To avoid ground water contamination,moisture filtration rate is assumed to be zero at the site bottom.A feasible water injection volume is determined under quasi-steady-state.
机译:作为上个世纪经济和城市发展的副产品,在中国许多城市都可以找到封闭的,没有衬砌的垃圾填埋场。由于缺乏水分及其稳定时间,此类垃圾填埋场中城市固体废物(MSW)的降解速度可能非常缓慢。如果不从外部采取任何措施,则可达到20年或更长时间。最近采用了好氧生物收集器垃圾填埋技术,通过向垃圾填埋场中引入水和空气来加速城市固体废弃物的分解。为了将好氧生物反应器垃圾填埋场技术应用于无衬砌垃圾填埋场的处理,必须确定合适的注水量。本文根据圆柱坐标系中的质量平衡和达西定律建立了3D数学模型。用于模拟无衬里好氧生物反应器垃圾填埋场中的水分分布。垃圾填埋场中的水分分布为通过将好氧生物反应与不同尺度的产水量耦合得到。好氧生物反应速率被认为是水分含量,温度,基质浓度,氧气浓度和微生物浓度的函数。两种注水方式,地表蓄水为了避免地下水污染,在工地底部假定水分过滤率为零。在准稳态下确定可行的注水量。

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