Channel flow and trichloroethylene treatment in a partly iron-filled fracture: experimental and model results

Technical developments have now made it possible to emplace granular zero-valent iron (Fe(0)) in fractured media to create a Fe(0) fracture reactive barrier (Fe(0) FRB) for the treatment of contaminated groundwater. To evaluate this concept, we conducted a laboratory experiment in which trichloroethylene (TCE) contaminated water was flushed through a single uniform fracture created between two sandstone blocks. This fracture was partly filled with what was intended to be a uniform thickness of iron. Partial treatment of TCE by iron demonstrated that the concept of a Fe(0) FRB is practical, but was less than anticipated for an iron layer of uniform thickness. When the experiment was disassembled, evidence of discrete channelised flow was noted and attributed to imperfect placement of the iron. To evaluate the effect of the channel flow, an explicit Channel Model was developed that simplifies this complex flow regime into a conceptualised set of uniform and parallel channels. The mathematical representation of this conceptualisation directly accounts for (i) flow channels and immobile fluid arising from the non-uniform iron placement, (ii) mass transfer from the open fracture to iron and immobile fluid regions, and (iii) degradation in the iron regions. A favourable comparison between laboratory data and the results from the developed mathematical model suggests that the model is capable of representing TCE degradation in fractures with non-uniform iron placement. In order to apply this Channel Model concept to a Fe(0) FRB system, a simplified, or implicit, Lumped Channel Model was developed where the physical and chemical processes in the iron layer and immobile fluid regions are captured by a first-order lumped rate parameter. The performance of this Lumped Channel Model was compared to laboratory data, and benchmarked against the Channel Model. The advantages of the Lumped Channel Model are that the degradation of TCE in the system is represented by a first-order parameter that can be used directly in readily available numerical simulators.     

钯/铁双金属对六氯乙烷的催化还原脱氯

用钯／铁双金属对水溶液中的六氯乙烷（HCE）进行催化还原脱氯,考察了各种因素对脱氯效果的影响。实验结果表明,在厌氧环境、饱和HCE溶液体积80mL、钯与铁质量比0．03％、钯／铁双金属质量3g、反应时间130min的条件下,脱氯率可达98．8％。采用气相色谱-质谱联用仪对HCE及其脱氯产物进行分析,结果表明,HCE的脱氯中间产物主要是四氯乙烯,四氯乙烯进一步脱氯的中间产物未检出。     

Ca(OH)2、高岭土与FeCl3组配处理含Pb2+废水

采用Ca（OH）2、高岭土与FeCl3组配处理含Pb^2＋废水。考察了Ca（OH）2加入量、高岭土加入量、FeCl3加入量、废水pH、搅拌转速、沉淀时间等因素对Pb^2＋去除率的影响。在Ca（OH）2加入量50mg／L、高岭土加入量90mg／L、FeCl3加入量13．2mg／L、废水pH7．0～8．0、搅拌转速170r／min、沉淀时间90min的条件下,该法可将废水中金属离子（包括Pb^2＋及少量的Zn^2＋,Cu^2＋,Cr^3＋,Ni^2＋）的质量浓度由42．4mg／L降至1．0mg／L以下,达到了GB18918--2002〈《城镇污水处理厂污染物排放标准》。     

镀铜铁内电解预处理含酚废水的研究

采用镀铜铁内电解法对焦化含酚废水进行预处理,其酚类去除率比传统的铁炭内电解、铁铜内电解高,60min去除率可达71.45%。探讨了pH值、镀铜量、镀铜铁的投加量以及处理时间对处理效果的影响。连续进水小试试验出水水质稳定,酚类去除率在50%左右,不会引起板结问题。     

零价铁表面积对泥浆反应体系中硝基苯降解行为的影响

硝基苯能够被零价铁还原成为苯胺. 利用气相色谱分析方法,研究了泥浆体系中零价铁表面积对硝基苯污染底质降解行为的影响. 结果表明,在沉积物中初始w(硝基苯)为8.87 μg/g,按照3.27 g/L最佳比例投加还原铁粉,经2 h反应约有97%的硝基苯被降解;其还原机理为表面接触反应,铁粉总表面积是影响硝基苯降解的主要参数;沉积物中硝基苯降解速率常数(K)和残留量(y)与单位体积泥浆中零价铁总表面积(ρ_a)之间表现为线性和负指数相关性,其关系式分别为:K0.006　5+5.165　87×10－4ρ_a和y8.57exp(-ρ_a/7.66)+0.25;零价铁还原硝基苯的降解过程,其降解动力学符合准一级方程,并且通过SEM扫描电镜发现零价铁在反应过程中表面被严重腐蚀,颗粒组成发生明显改变.      

水体沉积物中有效砷的测试新方法研究

一种氧化铁/醋酸纤维素复合膜(FeO/CAM)被用于太湖沉积物中砷的生物有效性评估.结果发现,在水介质中,FeO/CAM对沉积物中砷的富集量随土水比增加而呈乘幂函数减少,在土水质量比为0.025(即1:40)之后趋于某一平台值;在土水比为0.025并得到充分振荡的条件下,沉积物中释放的有效砷被FeO/CAM富集至膜中,并随时间增加而增加,至24 h后逐渐趋于平衡,这一过程恰当地模拟了生物对砷的吸收.因此,FeO/CAM可以用于有效砷的体外测试.利用FeO/CAM对12个总砷含量为6.4～34.6 mg·kg-1的太湖沉积物样品中的有效砷进行了测定.结果发现,FeO/CAM提取的有效砷含量与磷酸盐缓冲液提取的有效砷含量之间显著相关.太湖沉积物中的有效砷含量与总砷、总磷、有机质和吸附磷含量以及磷吸附饱和度显著相关,说明沉积物理化属性对有效砷含量有重要影响.FeO/CAM克服了化学试剂提取过程中引起的非有效态砷释放的根本缺陷,因此,FeO/CAM方法在沉积物有效砷含量的测定时比化学试剂提取法可能更准确.     

煤和聚丙烯腈炭化过程中负载铁原子在表面与体相间的质量迁移

采用ＸＰＳ和Ａｒ＾＋离子刻蚀技术，研究了炭化过程中铁原子在煤和聚丙烯腈表面和体相间的质量分布规律。结果发现，随炭化进行铁原子由表面向体相迁移和富集，炭化温度升高，迁移和富集增加，表面浓度逐渐降低，以致铁原子沿粒子径向呈浓度梯度分布。     

膜法脱盐技术在钢铁企业污水回用中的应用分析

钢铁企业综合污水处理厂的出水脱盐处理回用具有重要意义,本文对国内一些钢铁企业采用的膜法脱盐技术的优缺点进行了分析,并提出了改进方案。     

钢铁烧结行业脱硫石膏综合利用前景

分析我国钢铁行业烧结烟气脱硫现状,论述了脱硫石膏的特性,指出了脱硫石膏的综合利用价值,其社会效益和经济效益是巨大的.