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Unsaturated Hydraulic Properties of Biochar and Biochar-Amended Soils for Landfill Covers

机译:用于填埋场的生物炭和生物炭改良土壤的不饱和水力特性

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The high concentrations of methane emissions from landfill covers pose significant risks to the environment and global climate. Recent investigations have shown that landfill-cover soils amended with biochar have the potential to considerably reduce the unmitigated methane emissions by means of adsorption and oxidation. Biochar is a solid byproduct from gasification or pyrolysis of biomass such as waste wood, corn stove, and other organic wastes. Biochar, with its relatively large internal porosity and surface area, facilitates microbial activity, thereby enhancing the methane oxidation rates. Although biochar amended soils serve beneficially to alleviate fugitive emissions of methane from landfill covers, the hydraulic behavior of such soils is still unclear. The hydraulic properties of landfill-cover soils are significantly important as they determine the percolation and movement of water into the MSW. This in turn quantifies the amount of leachate generated within the landfills. Furthermore, it is crucial to understand the unsaturated hydraulic properties of landfill-cover soils as these soils experience varied climatic conditions throughout any given year. In this study, the saturated and unsaturated hydraulic properties of biochar, unamended cover soil, and biochar-amended cover soil are presented. The saturated hydraulic conductivity was measured by performing flexi-wall (triaxial) permeability tests and the unsaturated properties were calculated from soil-water retention tests performed using Tempe cells. The soil used classifies as low plasticity silty clay (CL) according to the USCS. The amount of waste-wood derived biochar varied from 2 to 10% for the biochar-amended soil samples tested. The soil-water characteristic curve (SWCC) obtained for each of the samples was best fitted to the van Genuchten (vG) model to obtain the vG model parameters. It was found that the saturated hydraulic conductivity of the soil increased due to biochar amendment, but it was still low enough to serve as landfill cover soil. It was also observed that the air-entry value of the biochar-amended soil increased with increasing amount of biochar, and it was found to be highest for biochar itself. The results strongly imply that an increase in biochar content in the soil increases the water holding capacity of the amended soil.
机译:垃圾掩埋场排放的高浓度甲烷对环境和全球气候构成了重大风险。最近的研究表明,用生物炭改良的填埋场土壤有可能通过吸附和氧化大大减少未缓解的甲烷排放。生物炭是气化或热解生物质(例如废木,玉米灶和其他有机废物)的固体副产品。具有相对大的内部孔隙率和表面积的生物炭促进了微生物活性,从而提高了甲烷的氧化速率。尽管生物炭改良过的土壤有助于减轻垃圾填埋场中甲烷的逸散排放,但这种土壤的水力行为仍不清楚。垃圾填埋场覆盖的土壤的水硬性非常重要,因为它们决定了水渗入和移动到城市固体垃圾中的能力。反过来,这可以量化垃圾填埋场中产生的渗滤液量。此外,了解垃圾填埋场土壤的非饱和水力特性至关重要,因为这些土壤在任何一年中都经历着不同的气候条件。在这项研究中,介绍了生物炭,未改良的覆盖土和生物炭改良的覆盖土的饱和和不饱和水力特性。通过进行挠性壁(三轴)渗透性测试来测量饱和的水力传导率,并使用Tempe池通过土壤保水测试来计算不饱和特性。根据USCS,使用的土壤分类为低塑性粉质粘土(CL)。对于经测试的生物炭改良土壤样品,源自废木的生物炭含量为2%至10%。为每个样本获得的土壤-水特征曲线(SWCC)最好与van Genuchten(vG)模型拟合,以获得vG模型参数。已经发现,由于生物炭的改良,土壤的饱和水力传导率增加了,但仍然很低,可以作为垃圾掩埋的土壤。还观察到,经生物炭改性的土壤的空气进入值随生物炭含量的增加而增加,并且发现其对于生物炭本身最高。结果强烈暗示,土壤中生物炭含量的增加会增加改良土壤的持水量。

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