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1.
锂云母、铯榴石等矿物的硫酸盐焙烧浸出,是从中提取锂铷铯钾等碱金属元素的重要步骤,所得硫酸盐浸出液可近似看作Li+,Na+,K+,Rb+,Cs+ // SO42--H2O六元水盐体系;其在浓缩过程呈现复杂的成盐特征,增加了各碱金属元素分离提取的难度,研究其相关水盐体系相图和相平衡性质对理解浸出液中碱金属的分离具有重要的理论指导意义。本文采用Pitzer-Simonson-Clegg超额Gibbs自由能方程和具有内在热力学一致性的CALPHAD方法,构建了Na+,K+,Rb+,Cs+//SO42--H2O五元体系的多温固液相平衡热力学模型。借助该模型:1)实现了对Na2SO4+Rb2SO4+H2O、Na2SO4+Cs2SO4+H2O和K2SO4+Cs2SO4+H2O三元体系的多温溶解度等温线的准确描述,并进一步构建了这些体系在240.15~380.15 K温度范围内的多温相图;2)实现了对K2SO4+Rb2SO4+H2O和Rb2SO4+Cs2SO4+H2O体系中存在的固溶体相—水溶液平衡关系的准确描述,确认了(K,Rb)2SO4连续固溶体、以及(Rb,Cs)2SO4(α)和(Rb,Cs)2SO4(β)间断固溶体存在的合理性;3)预测了上述五元体系中所包含的全部4个四元子体系(Na2SO4+ K2SO4+ Rb2SO4+H2O、Na2SO4 + K2SO4+Cs2SO4+ H2O、Na2SO4+ Rb2SO4+Cs2SO4 + H2O和K2SO4+Rb2SO4+Cs2SO4+ H2O)的相图,明确了四元相图中固溶体的类型及形成区域。然而,模型预测结果与现有四元体系实验数据间存在普遍的不一致性,尤其是固溶体形成区域,但模型预测结果从非实验角度给出了重要参考,对现有实验提出了挑战,未来对这些体系开展更为精细的实验研究非常必要。 相似文献
2.
地表水入渗对垃圾填埋场水质水量影响的数值模拟分析 总被引:3,自引:0,他引:3
将填埋垃圾视作一种特殊土体,建立了综合描述垃圾填埋场内渗滤液水分的饱和-非饱和渗流、垃圾土体沉降变形、有机污染物的释放、迁移、转化,以及微生物的生长、衰减等物理化学过程的多场耦合仿真分析模型,将任意的Lagrangian- Eulerian(ALE)方法引入到模型求解中,基于自行开发的仿真分析程序,开展了地表水入渗对垃圾填埋场水质、水量影响的数值仿真分析研究。模拟结果表明:300 d的非饱和水分入渗及内源水产生可使填埋单元内渗滤液饱和液面最高达6 m;地表水入渗对水相可溶性可降解有机物浓度和厌氧微生物浓度具有显著的影响,并间接地影响固相可溶性可降解有机物和微生物的浓度分布。 相似文献
3.
垃圾渗滤液中溶解有机质与内分泌干扰物的吸附机理 总被引:1,自引:0,他引:1
为了调查垃圾渗滤液中的溶解有机质(DOM) 及内分泌干扰物(EEDs) 的相互作用机理, 在实验室条件下研究了DOM对EEDs如双酚A (BPA)、雌二醇(E2)和雌酮(E1) 的吸附等温线, 并通过FTIR、1HNMR和ESR技术, 分析了DOM与EEDs的吸附机理.结果表明, 垃圾渗滤液中DOM对3种EEDs的吸附等温线符合Freundlich方程, 并且可用DOM与EEDs的吸附常数Kf预测EEDs的辛醇/水分配系数(Kow) 或有机碳分配系数(Kdoc), 其中直线回归方程为: lgKdoc=2.062Kf-5.065 (R2=0.9958, P=0.041 < 0.05).分析也表明DOM吸附EEDs的吸附过程至少存在离子键、共价键和电荷转移等多种吸附机制的协同作用. 相似文献
4.
包气带介质截留不同龄垃圾渗滤液中的有机污染物 总被引:1,自引:0,他引:1
从渗滤液场龄和包气带岩性两方面着手,研究了不同岩性包气带介质对不同场龄渗滤液中有机污染物的截留作用规律。结果表明:新渗滤液经过以细砂、亚粘土为介质的包气带后,细砂和亚粘土中有机物的质量分数分别从0.70%和0.87%增大至0.80%和1.00%以上,而老渗滤液使细砂和亚粘土中有机物的质量分数降至0.70%和0.50%以下。新渗滤液经过包气带后,包气带介质中有机物的含量增大,而老渗滤液使包气带介质中有机物的含量降低,亚粘土较细砂更容易受到渗滤液污染的影响。即渗滤液性质对包气带介质中有机物含量具有方向性的影响作用,而包气带介质亚粘土比细砂更容易放大这种作用效果。 相似文献
5.
6.
滨海地区不同质地土壤对垃圾渗滤液中氨氮的吸附作用 总被引:2,自引:0,他引:2
为了探讨粉砂、粉质粘土、粉土对垃圾渗滤液中NH4+-N的吸附作用,在室内做了吸附实验,实验结果表明,三种土样吸附NH4+-N的等温吸附曲线均符合Langmuir模式,且最大吸附量分别为粉砂1.3 034 ms/g,粉质粘土1.109 mg/g,粉土0.3 439 mS/S.不同土样吸附NH4+-N的能力差异较大,三种土样的吸附顺序为:粉砂>粉质粘土>粉土;三种土样的迟滞因子分别为粉砂27.939,粉质粘土21.782,粉土18.257,说明粉砂和粉质粘土的防污能力较粉土强. 相似文献
7.
This paper studies a landfill where there are three faults running through. As serious pollution has occurred to the geological environment, the landfill is to be closed up and renovated. The paper aims to explore the role of fracture structure in leachate pollution at the landfill. The research was carried out in several stages. First, mathematical models of the pre-renovation landfill with three faults running through and the landfill after renovation were established. And then, the boundary conditions and parameters of the two mathematical models were determined. The groundwater level of the landfills was simulated in order to modify the two mathematical models. As a result, a feasible mathematical model was achieved. Based on this model, a comparison was made of the COD concentration variations in the inside leachate and outside leachate between the two landfills. Accordingly, the impacts of the fracture structure on the pollution of leachate at the landfills could be identified. The study results show that while faults contribute to the migration of ieachate, they also serve as a confluence of leachate, thus further deteriorating the environment. The COD concentrations of the inside leachate and the outside leachate of the pre-renovation landfill are respectively 800 mg/L and 220 mg/L higher than those of the post-renovation landfill. Therefore, measures must be taken to handle the ieachate seepage in areas where there are faults as well as the neighboring areas so as to get the environmental pollution under control. 相似文献
8.
This paper studies a landfill where there are three faults running through.As serious pollution has occurred to the geological environment,the landfill is to be closed up and renovated.The paper aims to explore the role of fracture structure in leachate pollution at the landfill.The research was carried out in several stages.First,mathematical models of the pre-renovation landfill with three faults running through and the landfill after renovation were established.And then,the boundary conditions and parameters of the two mathematical models were determined.The groundwater level of the landfills was simulated in order to modify the two mathematical models.As a result,a feasible mathematical model was achieved.Based on this model,a comparison was made of the COD concentration variations in the inside leachate and outside leachate between the two landfills. Accordingly,the impacts of the fracture structure on the pollution of leachate at the landfills could be identified.The study results show that while faults contribute to the migration of leachate,they also serve as a confluence of leachate,thus further deteriorating the environment.The COD concentrations of the inside leachate and the outside leacbate of the pre-renovation landfill are respectively 800 mg/L and 220 mg/L higher than those of the post.renovation landfill.Therefore,measures must be taken to handle the leachate seepage in areas where there are faults as well as the neighboring areas so as to get the environmental pollution under control. 相似文献
9.
M. Uma Shankar 《Geomechanics and Geoengineering》2016,11(2):114-118
This paper presents leachate studies on fly ash-stabilised expansive clay liners. Fly ash in different contents (0%, 10%, 20% and 30%) by dry weight of the expansive clay was added to the clay, and the ash-clay blend was compacted as a liner overlying a compacted lateritic clay layer. Deionised water (DIW) and calcium chloride (CaCl2) solutions of varying concentration (5 mM, 10 mM, 20 mM, 50 mM, 100 mM and 500 mM) were used as the permeating fluids in the leachate studies. Chemical analysis of the leachate was performed. For a given CaCl2 concentration, the concentrations of both calcium ion and chloride ion in the leachate decreased up to a fly ash content of 20%, and thereafter they increased when the fly ash content was increased to 30%. Further, for a given fly ash content, concentrations of calcium ion and chloride ion increased with increasing CaCl2 concentration. 相似文献
10.
Ricardo Castelló Clemente Recio Pilar Morillas Carmen Vizcayno 《Environmental Geology》2008,54(4):679-688
The role of municipal solid waste (MSW) landfill leachate on the genesis of minor amounts of pyrite associated with gypsum
in an otherwise predominantly evaporitic sequence was studied in geological and geochemical terms. The potential association
between landfill leachate and the conditions required for bacterial reduction of sulfate and fixation of H2S as pyrite were examined. The lithological column was generally found to contain little or no Fe. The δ34S values for sulfates were consistent with previously reported data; however, the measured δ18O values were slightly higher. Sulfides disseminated in the marl/lutite exhibited higher δ34S values (≈−8‰) than gypsum-coating pyrite crystals (δ34S < −30‰). Dissolution of gypsum to sulfate and the supply of metabolizable organic matter and Fe required for H2S fixation as sulfides may have originated from landfill leachate. Intermittent availability of leachate, a result of the
precipitation regime, can facilitate sulfur disproportionation and lead to fractionations as high as 相似文献