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Behavior Of Kaolinite And Illite-based Clays As Landfill Barriers

机译:高岭石和伊利石基粘土作为填埋屏障的行为

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The technical requirements for the landfill of municipal wastes in the European Union (EU) are given in the Council Directive 1999/31/EC. A geological barrier of at least 1 m thickness with a hydraulic conductivity (HC) of 1·10~(-9) m/s is required. Where the geological barrier does not naturally meet the above conditions, a geological barrier of at least 0.5 m thick must be artificially established. We studied at controlled conditions, the ability of some clays (kaolinite or illite based) to act as landfill barriers. Several Spanish ceramic clays were compacted in columns (0.5 m length) and characterized for mineralogical, physical-chemical and heavy metal ions adsorption properties after 10 months leaching experiments. Zn, Cd, Pb and Cr salts were dosed in the synthetic leachates in order to test their in-depth retention. The specific surface area decreased in the material located near the clay-leachate interface region (<6 cm) due to biofilm formation around clay particles, but bulk mineralogical properties were not affected. Although all the clays fulfilled the HC requirements, the diffusion of anions (chloride) reached more than 30 cm in kaolinite-illite or pure illite clays. The presence of significant traces of smectite (<5%) was critical in anion transport retardation. Heavy metal ions were generally retained in the first 10 cm but in high surface-area illitic clays, the anions and heavy metal ions transport was stopped at <6 cm. The clay mineralogy and the presence of carbonates and soluble salts greatly influenced the behavior of the barrier materials. Carbonate dissolution and precipitation affected <6 cm depth. Divalent cations of carbonates selectively occupied the exchangeable positions and inhibited the retention of Na~+, NH_4~+ and K~+, in the leachates. Sulphate was reduced at a depth of 20-30 cm. This biogeochemical process contributed to cadmium retention, presumably precipitated as sulphide.
机译:欧盟指令1999/31 / EC给出了欧盟(EU)城市垃圾掩埋的技术要求。需要厚度至少为1 m且水力传导率(HC)为1·10〜(-9)m / s的地质屏障。如果地质屏障自然不能满足上述条件,则必须人工建立至少0.5 m厚的地质屏障。我们在受控条件下研究了某些粘土(基于高岭石或伊利石的粘土)作为垃圾掩埋屏障的能力。在经过10个月的浸出实验后,将几种西班牙陶土压实在长度为0.5 m的圆柱中,并对其矿物学,物理化学和重金属离子的吸附特性进行了表征。在合成渗滤液中添加锌,镉,铅和铬盐,以测试其深度保留率。由于粘土颗粒周围生物膜的形成,位于粘土-渗滤液界面区域(<6 cm)附近的材料的比表面积降低了,但整体矿物学性能没有受到影响。尽管所有粘土均满足HC要求,但阴离子(氯离子)在高岭石-伊利石或纯伊利石粘土中的扩散达到30厘米以上。显着痕迹的蒙脱石(<5%)的存在对阴离子迁移阻滞至关重要。重金属离子通常保留在前10 cm,但在高表面积的硅质粘土中,阴离子和重金属离子的传输在<6 cm处停止。粘土矿物学以及碳酸盐和可溶性盐的存在极大地影响了阻隔材料的性能。碳酸盐溶解和沉淀影响<6 cm深度。碳酸盐中的二价阳离子选择性地占据了可交换位置,并抑制了渗滤液中Na〜+,NH_4〜+和K〜+的保留。硫酸盐还原深度为20-30 cm。这种生物地球化学过程有助于镉的保留,可能是硫化物沉淀。

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