4.7 Article

Modeling of multifield coupling interactions in an aerobic landfill based on the finite volume method

Journal

COMPUTERS AND GEOTECHNICS
Volume 146, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2022.104704

Keywords

Aerobic landfill; Multifield coupling; Anaerobic-aerobic biodegradation; Water evaporation; Finite volume method

Funding

  1. Na-tional Natural Science Foundation of China [41725012, 42007249, 41931289]
  2. Shanghai Science and Technology Inno-vation Action Plan [20DZ1203402]

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A three-dimensional multifield coupled model was developed in this study to reveal the multiple field interactions in an aerobic landfill. The results showed that a certain amount of oxygen is distributed around the aeration well, while methane volume fraction decreases in most regions. The temperature in the aerobic reaction area increased up to 60 degrees Celsius, accelerating water evaporation and inhibiting the reaction. The maximum vapor volume fraction occurs at the aerobic front.
Aeration, which creates an aerobic environment by air injection, has been proven to be an effective method to accelerate waste stabilization and reduce pollution load in landfills. To reveal the multi-field coupling in-teractions in an aerobic landfill, this study developed a three-dimensional multifield coupled model involving anaerobic-aerobic biodegradation, gas-liquid flow, methane oxidation, water evaporation, multicomponent gas diffusion (CO2, CH4, O2, N2 and H2O) and heat transfer. The model with spaced aeration wells and recovery wells is solved by OpenFOAM based on the finite volume method. The results show that a certain amount of oxygen is distributed around the aeration well, while the methane volume fraction decreases to approximately zero in most regions except around the recovery well. In the aerobic reaction area, the temperature increased up to 60 celcius, accelerated water evaporation and inhibited the reaction. The maximum vapor volume fraction occurs at the aerobic front due to the injection of dry air at the aeration well and liquefaction outside the aerobic zone. To achieve high-efficiency aerobic remediation, aeration well screens should be buried at a depth of 43% of waste thickness (from the longitudinal midpoint of the well) with a length accounting for 40-53% of waste thickness.

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