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A Three-Dimensional Dual-Permeability Numerical Flow Model in Bioreactor Landfills

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Abstract

To optimize the landfill operation and to ensure optimal distribution of water content in recirculation, a three-dimensional dual-permeability numerical flow model is proposed to simulate vertical wells recirculation in bioreactor landfills. Compared with the traditional single-porosity model, the dual-permeability model considering the highly heterogeneity of waste materials divides the porous media into two interacting pore domains, and can be used to reflect the preferential movement in the heterogeneous media. The governing equations are solved by a self-define solver using finite volume method in an open source platform OpenFOAM. The accuracy of the proposed model is verified by the numerical software Hydurs. A typical three-dimensional landfill cell with a vertical leachate recirculation well is adopted to show the performance of proposed model. The result indicates that the preferential movement of leachate makes a significant impact on the water content distribution in recirculation, and the single-porosity model will underestimate the volume and radius of impact zones in vertical wells for leachate recirculation.

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Correspondence to Shi-Jin Feng .

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Bai, ZB., Feng, SJ., Lu, SF. (2018). A Three-Dimensional Dual-Permeability Numerical Flow Model in Bioreactor Landfills. In: Farid, A., Chen, H. (eds) Proceedings of GeoShanghai 2018 International Conference: Geoenvironment and Geohazard. GSIC 2018. Springer, Singapore. https://doi.org/10.1007/978-981-13-0128-5_32

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