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A Coupling Kinetics Model for Pollutant Release and Transport in the Process of Landfill Settlement

机译:填埋场沉降过程中污染物释放与迁移的耦合动力学模型

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摘要

A coupling kinetics model is developed to simulate the release and transport of landfill leachate pollutants in a deformable municipal solid waste landfill by taking into account of landfill settlement, seepage of leachate water, hydrolyse of insoluble and degradable organic pollutants in solid phase, biodegradation of soluble and degradable organic pollutants in solid phase and aqueous one, growth of aerobic and anaerobic microorganism, and consumption of dissolved oxygen. The release and transport of organic pollutants and microorganisms in landfills in the process of landfill settlement was simulated by considering no hydraulic effect. Simulation results demonstrated that the interaction between landfill settlement and the release, transport and biodegradation of landfill leachate pollutants was significant. Porosity and saturated hydraulic conductivity were not constants because of the landfill settlement, which affected the release, transport and biodegradation of landfill leachate pollutants, and furthermore acted on the landfill settlement. The simulation results accorded with the practical situation, which preliminarily verified the reliability of the mathematical model and the numerical program in this paper.
机译:建立了耦合动力学模型,通过考虑垃圾填埋场的沉降,渗滤液的渗水,固相中不溶性和可降解有机污染物的水解,可溶物的生物降解来模拟可变形城市固体垃圾填埋场中垃圾渗滤液污染物的释放和运输。固相和水溶液中可降解的有机污染物,需氧和厌氧微生物的生长以及溶解氧的消耗。在不考虑水力影响的情况下,模拟了垃圾填埋场沉降过程中有机污染物和微生物的释放和迁移。模拟结果表明,垃圾填埋场沉降与垃圾渗滤液中污染物的释放,运输和生物降解之间具有显着的相互作用。由于填埋场的沉降,孔隙度和饱和导水率不是恒定的,这影响了垃圾渗滤液中污染物的释放,运输和生物降解,并进一步影响了填埋场的沉降。仿真结果与实际情况相吻合,初步验证了数学模型和数值程序的可靠性。

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