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Field air permeability and hydraulic conductivity of landfilled municipal solid waste in China

机译:中国垃圾填埋场的田间透气性和水力传导率

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The successful design and operation of in situ treatment systems using air and water additions for sustainable landfilling are constrained by a lack of knowledge of the key parameters, such as field air permeability and hydraulic conductivity of landfilled municipal solid waste (MSW). This work provides data on the field air permeability k_a and hydraulic conductivity K_w of MSW obtained by conducting short-term air and water injection tests at a landfill in Beijing, China. The k_a and K_w values are found to in the range of 1.2 × 10~(-13) -1.9 × 10~(12) m~2 and 5.9 × l0~(-7)-7.2 × 10~(-6) m s~(-1), respectively.Both k_a and K_w decreased significantly with landfill depth due to the increase in overburden pressure and the finer particles of the waste in deeper layers, leading to a lower porosity of waste. The higher moisture saturation in the deeper layers also contributed to the decrease in k_a. To compare the permeability with respect to air and water, the water permeability k_w was calculated based on the estimated K_w and was found to be approximately three orders of magnitude smaller than the corresponding k_a for waste at the same layer. The differences in k_w and k_a may be due to the relative air permeability, the potential short-circuiting of air and active production of biogas, which undermine the relationship between k_w and k_a. Therefore, to successfully design and operate air and water addition systems in a landfill, in situ measurements of the air permeability and hydraulic conductivity are essential.
机译:由于缺乏对关键参数的了解,例如现场空气渗透率和垃圾填埋的城市固体废物(MSW)的水力传导率,制约了采用空气和水添加进行可持续填埋的原位处理系统的成功设计和运行。这项工作提供了通过在中国北京的一个垃圾填埋场进行短期空气和水注入测试获得的城市固体废弃物的现场空气渗透率k_a和水力传导率K_w的数据。发现k_a和K_w值的范围为1.2×10〜(-13)-1.9×10〜(12)m〜2和5.9×l0〜(-7)-7.2×10〜(-6)ms 〜(-1).k_a和K_w随填埋深度的增加而显着下降,这是由于上覆层压力的增加以及更深层中废物的细颗粒导致了孔隙率的降低。较深层中较高的水分饱和度也导致k_a降低。为了比较相对于空气和水的渗透率,基于估计的K_w计算出水渗透率k_w,发现其比同一层废物的相应k_a小大约三个数量级。 k_w和k_a的差异可能是由于相对的透气性,空气的潜在短路和沼气的有效产生,这破坏了k_w和k_a之间的关系。因此,要在垃圾填埋场成功设计和运行空气和水添加系统,必须对透气度和水力传导率进行现场测量。

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