摘要
对某垃圾填埋场包气带砂土吸附氨氮的机理进行了研究,通过吸附等温实验主要探讨了其吸附过程、不同粒级土的吸附贡献和吸附氨氮的3种形态。结果表明:样品土对氨氮的等温吸附线符合Langmuir模式,原土的计算最大吸附量为435 mg/kg;中砂、细砂和实验原土的吸附能力大小顺序为:原土>细砂>中砂;在样品土中,粉质粘土随着初始铵溶液浓度的升高吸附绝对量和吸附贡献率都在上升,由50 mg/L时的43%贡献率上升到400 mg/L时70%的贡献率,成为原土吸附氨氮的主要贡献者;随着初始铵溶液浓度的升高,水溶态铵、可交换态铵和固定态铵的绝对量都大致呈上升趋势,它们的最大吸附量分别为112.3、97.5和214.0 mg/kg;铵溶液中的铵离子进入粘土中的大致顺序为:颗粒表面的扩散层(主要为水溶态铵)→吸附层(主要为可交换态铵)→矿物晶格内部和晶层空间(主要为固定态铵)。
The ammonium in the vadose zone has remarkable effect on the degree of groundwater contamination,especially in the vadose zone of a landfill with high concentration of ammonium.Thus laboratory experiments were conducted with the tested soils in the vadose zone of a landfill.This paper deals with the mechanism of ammonium adsorption,with emphasis placed on the process of the adsorption,the contribution of different fractions of soils to the adsorption and the forms of the ammonium in soils.Among these factors,different forms of ammonium adsorbed by the soils seemed to be essential.The following results were obtained by the isothermal adsorption experiment and other experiments： ① In the isothermal adsorption experiment,the ammonium adsorbed by the tested soils was fitted well with Langmuir adsorption isotherm and the adsorption maximum reached 435 mg/kg at the temperature of 298 K.The adsorption capacity of different fractions of soils was in decreasing order of raw soilsfine sandsmedium sands.The amount of adsorption for the silty clay increased with the increasing influent ammonium concentration of the solution,so did the ratio of adsorption for the silty clay.It is thus held that the silty clay became the most important composition of the tested soils with the value of contribution ratio growing from 43% at 50 mg/L influent ammonium concentration in the solution to 70% at 400 mg/L NH＋4-N.② The ammonium adsorbed on the tested soils comprised three forms i.e.,soluble ammonium,exchangeable ammonium and fixed ammonium.The concentrations of the first two forms of ammonium were obtained by different kinds of extractants,distilled water and 1M KCl correspondingly,with the extraction conditions of solid to liquid ratio 1∶5,extraction temperature 25℃,vibrating rate 175 r/min and extraction time 1.5 h.As for the fixed ammonium,it was not determined by the Silva-Bremner method but calculated with the rest of ammonium adsorption excluding soluble ammonium and exchangeable ammonium.The results indicated that the
出处
《岩石矿物学杂志》
CAS
CSCD
北大核心
2011年第6期1111-1117,共7页
Acta Petrologica et Mineralogica
基金
水体污染控制与治理科技重大专项(2009ZX07424-002)
水体污染控制与治理科技重大专项(2009ZX07212-003)
典型污染区污染防控与修复技术研究与示范(D07050601510703)
关键词
氨氮
吸附
浸提
水溶态铵
可交换态铵
固定态铵
ammonium
adsorption
extraction
soluble ammonium
exchangeable ammonium
fixed ammonium
