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Gas breakthrough and emission through unsaturated compacted clay in landfill final cover

机译:气体渗透和通过填埋场最终覆盖层中的不饱和压实粘土排放

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摘要

Determination of gas transport parameters in compacted clay plays a vital role for evaluating the effectiveness of soil barriers. The gas breakthrough pressure has been widely studied for saturated swelling clay buffer commonly used in high-level radioactive waste disposal facility where the generated gas pressure is very high (in the order of MPa). However, compacted clay in landfill cover is usually unsaturated and the generated landfill gas pressure is normally low (typically less than 10 kPa). Furthermore, effects of clay thickness and degree of saturation on gas breakthrough and emission rate in the context of unsaturated landfill cover has not been quantitatively investigated in previous studies. The feasibility of using unsaturated compacted clay as gas barrier in landfill covers is thus worthwhile to be explored over a wide range of landfill gas pressures under various degrees of saturation and clay thicknesses. In this study, to evaluate the effectiveness of unsaturated compacted clay to minimize gas emission, one-dimensional soil column tests were carried out on unsaturated compacted clay to determine gas breakthrough pressures at ultimate limit state (high pressure range) and gas emission rates at serviceability limit state (low pressure range). Various degrees of saturation and thicknesses of unsaturated clay sample were considered. Moreover, numerical simulations were carried out using a coupled gas-water flow finite element program (CODE-BRIGHT) to better understand the experimental results by extending the clay thickness and varying the degree of saturation to a broader range that is typical at different climate conditions. The results of experimental study and numerical simulation reveal that as the degree of saturation and thickness of clay increase, the gas breakthrough pressure increases but the gas emission rate decreases significantly. Under a gas pressure of 10 kPa (the upper bound limit of typical landfill gas pressure), a 0.6 m or thicker compacted clay is able to prevent gas breakthrough at degree of saturation of 60% or above (in humid regions). Furthermore, to meet the limit of gas emission rate set by the Australian guideline, a 0.6 m-thick clay layer may be sufficient even at low degree of saturation (i.e., 10% like in arid regions).
机译:压实粘土中气体传输参数的确定对于评估土壤屏障的有效性起着至关重要的作用。气体突破压力已经广泛用于饱和膨胀粘土缓冲液,该缓冲液通常用于产生气体压力很高(约为MPa)的高级放射性废物处置设施。然而,填埋场覆盖物中的压实粘土通常是不饱和的,产生的填埋场气体压力通常较低(通常小于10 kPa)。此外,在先前的研究中还没有定量研究粘土厚度和饱和度对不饱和填埋场覆盖范围内的气体穿透率和排放率的影响。因此,在饱和度和黏土厚度不同的情况下,在广泛的填埋场气体压力范围内使用不饱和压实粘土作为填埋场阻气层的可行性值得探讨。在这项研究中,为了评估不饱和压实粘土使气体排放最小化的有效性,对不饱和压实粘土进行了一维土柱试验,以确定极限极限状态(高压范围)下的气体突破压力和使用年限下的气体排放速率。极限状态(低压范围)。考虑了不饱和粘土样品的各种饱和度和厚度。此外,使用耦合的气-水流动有限元程序(CODE-BRIGHT)进行了数值模拟,以通过扩展粘土厚度并将饱和度变化到更宽的范围(这是不同气候条件下的典型值)来更好地理解实验结果。 。实验研究和数值模拟结果表明,随着黏土饱和度和厚度的增加,瓦斯穿透压力增加,但瓦斯释放速率明显降低。在10 kPa的气压(典型的垃圾填埋场气压的上限)下,0.6 m或更厚的压实粘土能够防止饱和度为60%或更高(在潮湿地区)的气体突破。此外,为了满足澳大利亚指南设定的气体排放速率极限,即使在低饱和度下(例如在干旱地区也为10%),0.6 m厚的粘土层可能就足够了。

著录项

  • 来源
    《Waste Management》 |2015年第10期|155-163|共9页
  • 作者单位

    Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong;

    Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong;

    Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong;

    Shenzhen Key Laboratory of Urban and Civil Engineering for Disaster Prevention and Mitigation, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen 518055, China;

    Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Landfill cover; 1-D soil column; Gas emission; Gas breakthrough;

    机译:垃圾掩埋场;一维土柱;气体排放;气体突破;

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