温度对越南河内市土工合成粘土衬里和原位粘土中铵的扩散和非线性吸附的影响

T. T. Hoai, T. Mukunoki, N. T. Mai
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引用次数: 2

摘要

在越南河内南部的地下水中检测到高浓度的铵,而已知城市固体废物(MSW)填埋场产生大量的nh4 +。因此,河内城市生活垃圾填埋场需要性能良好的底部屏障,以最大限度地减少nh4 +的迁移。河内预计将经历气温上升,这可能会降低水障性能。因此,研究温度对填埋屏障中nh4 +吸附和扩散的影响对防止nh4 +污染含水层具有关键作用。目的是评价3种温度(20℃、35℃和50℃)对nh4 +在河内样地黏性土壤(HN粘土)和GCL中吸附和扩散的影响。结果表明:在不同温度下,GCL均具有较高的非线性分配系数(kd *)和较低的扩散系数(d e)。在20℃和35℃范围内,GCL和HN粘土的kd *和de均呈增加趋势,当温度升高到50℃时,kd *有减小的趋势,而de则继续增大。因此,研究表明扩散系数比非线性分配系数在促进铵质通过HN粘土的质量输运中更起主导作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Temperature effect on diffusion and non-linear adsorption of ammonium through geosynthetic clay liner and in-situ clayey soil in Hanoi, Vietnam
High concentration of ammonium was detected in groundwater in southern Hanoi, Vietnam while municipal solid waste (MSW) landfills were known to generate large amounts of NH 4+ . Thus, bottom barrier with well performance should be required in Hanoi MSW landfills to minimize NH 4+ migration. Hanoi is expected to experience temperature increase, which enables to reduce hydraulic-barrier performance. Hence, study on temperature effect on NH 4 + adsorption and diffusion through landfill barriers plays a key role in prevention of NH 4 + contaminated aquifers. The objective is to evaluate effect of three kinds of temperature (20 o C, 35 o C and 50 o C) on NH 4+ adsorption and diffusion through GCL and in-situ clayey soil sampled in Hanoi (HN clay). The results show that GCL possesses higher non-linear partitioning coefficient ( K d * ) and lower diffusion coefficient ( D e ) than HN clay in all cases of temperature. Both GCL and HN clay experienced an increase of K d * and D e in the temperature range of 20 o C and 35 o C. When temperature rises to 50 o C, K d * tends to decrease but D e keep increasing. Hence, the study indicates a more dominant effect of diffusion coefficient than non-linear partitioning coefficient in promotion of ammonium mass transport through HN clay.
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