低温等离子体分解脱除NO影响因素研究

为优化低温等离子体反应器设计、提高NO分解率,在低放电电压下通过改变介质阻挡放电参数(放电电压、介质材料、放电间隙等)考察其对分解NO的影响.研究结果表明:在低电压范围条件下(≤6.5 kV),放电电压对提高NO分解率的效果是非线性的,其影响随电压的升高而减弱;选择介电常数较大的介质材料更易获得较高的分解率;当反应器其它特征参数确定后,放电间隙并非越小越好,而是存在一个最佳值;实际应用中,应选用二次电子发射系数较大的电极材料;NTP反应器中加入填充材料不仅具有吸附和存储性能,还具有介质阻挡放电的功能,选择适合的填充材料能更大程度地提高能量利用率,提高NO分解率.     

Synthesis of mesoporous Cu/Mg/Fe layered double hydroxide and its adsorption performance for arsenate in aqueous solutions

The mesoporous Cu/Mg/Fe layered double hydroxide(Cu/Mg/Fe-LDH) with carbonate intercalation was synthesized and used for the removal of arsenate from aqueous solutions.The Cu/Mg/Fe-LDH was characterized by Fourier transform infrared spectrometry,X-ray diffraction crystallography,scanning electron microscopy,X-ray photoelectron spectroscopy and Brunauer-Emmett-Teller.Effects of various physico-chemical parameters such as pH,adsorbent dosage,contact time and initial arsenate concentration on the adsorption of arsenate onto Cu/Mg/Fe-LDH were investigated.Results showed that it was efficient for the removal of arsenate,and the removal efficiency of arsenate increased with the increment of the adsorbent dosage,while the arsenate adsorption capacity decreased with increase of initial pH from 3 to 11.The adsorption isotherms can be well described by the Langmuir model with R 2 > 0.99.Its adsorption kinetics followed the pseudo second-order kinetic model.Coexisting ions such as HPO42-,CO32-,SO42and NO3could compete with arsenate for adsorption sites on the Cu/Mg/Fe-LDH.The adsorption of arsenate on the adsorbent can be mainly attributed to the ion exchange process.It was found that the synthesized Cu/Mg/Fe-LDH can reduce the arsenate concentration down to a final level of < 10 μg/L under the experimental conditions,and makes it a potential material for the decontamination of arsenate polluted water.     

TBP柱填料萃取回收铁钍渣浸出液中钍的研究

将ＴＢＰ固定于多孔载体上，用于萃取硝酸水溶液中的钍。实验表明，萃取分配比高，萃取容量大，能有效地防止乳化现象。将ＴＢＰ柱填料制备成填充柱，对含Ｔｈ＾４＋，Ｆｅ＾３＋和Ｃｅ＾３＋的铁钍渣浸出液进行萃取实验得出：当溶液硝酸浓度为４ｍｏｌ／ｌ，接触时间为１０ｍｉｎ时，萃余液中Ｔｈ＾４＋浓度粘于０．０１ｍｇ／ｌ。１ｇＴＢＰ柱填料可萃取的０．２５ｇ，反萃液中钍浓度为６２．５ｇ／ｌ，Ｆｅ＾３＋和Ｃｅ＾３＋的含     

地形起伏地区管道水联运充水排气过程分析

针对油气长输管道投产前通常会进行充水清管、调试和吹扫(常规称:水联运),由于埋地管道随地形起伏经过无数个相对高点和低点,管道充水前处于自然状态,一旦管内充水,就会将管内空气归聚成封闭空间,形成多个带压气团随水头移动,时而被压缩,时而被膨胀,从而造成管道断流,影响泵站正常工作,严重的还会导致管道泄压装置受损、爆管事故等问题,分析了管道水联运过程中不同地形起伏高点和低点带压气团的成因和状态,用实例计算了带压气团对管道水联运的影响及排除方法,从而为长输管道投产前正常的水联运作业提供借鉴。     

SF6气体绝缘设备的放电特性研究

采用间接边界元法,给出了层状半空间中沉积谷地对斜入射平面SV波的三维散射解答,并通过与已有结果的比较,验证了本文解答的正确性。进行数值计算,研究了斜入射角度对散射效应的影响,并以基岩上单一土层为例,讨论了基岩刚度和覆盖土层厚度对沉积谷地附近地表位移的影响。研究表明,三维散射与二维散射之间存在本质差别,不能简单地将斜入射平面SV波分解到沉积谷地横截面的面内方向,然后按平面问题进行计算;基岩与土层刚度比对沉积附近地表位移幅值有着较大的影响,但对位移幅值的空间分布影响不大;土层厚度变化不仅影响地表位移幅值的大小,还会改变地表位移幅值的空间分布。     

焙烧态镁铝铁类水滑石对磷酸根离子的吸附

用共沉淀法制备了镁铝铁三元类水滑石(LDH),在不同温度下对其焙烧4 h,得到焙烧态类水滑石(CLDH).采用XRD、FT-IR对材料进行分析,研究其对水中磷酸根的吸附性能和机制.结果表明,铁的掺杂量过大会破坏类水滑石的层状结构,且随着铁含量的增大,类水滑石对磷酸根的吸附量逐渐减小.当Mg/Al/Fe物质的量之比为2∶0.9∶0.1,在300℃下焙烧时,CLDH吸附磷酸根能力最好,吸附容量约27.03 mg.g-1,为焙烧前的1.32倍.在pH 4—11范围内,在竞争离子存在的条件下,CLDH-0.1-300都能表现出较好的吸附性能,对实际废水中的磷也有较强的吸附能力.CLDH-0.1-300对磷酸根的吸附符合二级反应动力学模型,吸附等温线符合Langmuir等温式.用浓度为0.5 mol.L-1的NaOH溶液可以对吸附磷酸根后的类水滑石CLDH-0.1-300实现解吸再生,"吸附-再生-再吸附"循环3次后吸附容量仍接近初始值的60%.     

层状节理岩体模型冲击实验

为研究层状节理岩体在冲击荷载作用下的力学特性,实验采用水泥砂浆预制层状节理岩体模型,设计4个落锤高度对不同节理组数的岩体进行冲击加载。通过对冲击过程中载荷及加速时程信号的分析处理,得出节理岩体动态承载力与节理组数呈负相关性,压缩位移与冲击高度呈正相关性;当冲击荷载较小时,节理岩体动态压缩位移主要来自节理法向闭合,节理周边开始产生细微裂缝;随着冲击荷载的逐渐增大,裂缝逐渐沿节理面扩展贯通导致岩体破坏。     

基于地表沉陷控制的膏体充填材料的性能优化研究

充填材料性能是充填开采控制地表沉陷的一个重要因素,为克服传统充填材料性能优化试验耗时长、成本高、人为误差较大的缺点,探索将传统正交试验与模糊决策相结合进行充填材料性能优化。基于L9(33)正交试验,确定了S1~S55组充填材料性能优选方案。在综合分析充填材料性能影响因素的基础上,建立充填材料性能优化指标体系,构建AHP-FUZZY模糊综合优选模型对方案进行比选,并分析了正交试验中各因素水平变化对最优方案的敏感性。结果表明:膏体充填材料性能最优方案为“S4”即水泥含量15%,灰矸比1∶2,质量浓度75%,决策结果与试验结果相符,且“灰矸比”对充填材料性能优化的敏感性程度最高,在实际膏体充填开采中要严格控制粉煤灰和煤矸石掺量。     

早强充填体与矿柱相互作用的声发射特征试验研究

为了更好厘清充填体与矿柱相互作用机理,提出使用石蜡作为胶结剂,通过尾砂加石蜡拌合模拟充填体,建立充填体与矿柱相互作用的复合体模型。基于充填体与矿柱侧边存在临空面这一实际情况,采用自制的双轴加载装置模拟井下早强充填体与矿柱共同受载情况。借助声发射仪监测充填体与矿柱在加载作用下的AE振铃计数及AE点发生位置。试验结果表明:尾砂+石蜡模拟充填体加载破坏后存在残余应力;充填体与矿柱复合体试样在加载过程中的内部破坏主要发生在充填体内和充填体与矿柱接触带区域。     

A Method for Designing Detection Monitoring Networks in Layered Aquifers with Non-uniform Flow

An integer programming method was devised to locate detection monitoring wells in layered aquifers. The method is applicable to aquifers with non-uniform groundwater flow, and it does not require that a compliance boundary be linear or perpendicular to the direction(s) of groundwater flow. In each layer, monitoring sites are defined along curvilinear transects that parallel equipotential lines. The model can be formulated to allocate wells to the transect with the highest detection efficiency, or to establish multiple lines of defense against contaminant migrating to a compliance boundary. Detection efficiencies of alternative monitoring transects are calculated from parameters obtained via numerical modeling of contaminant transport. These parameters include the narrowest plume that could traverse a monitoring transect, and the zone width of potential contaminant migration at the transect. Problem formulations are compact, and computational requirements are low relative to alternative approaches for designing detection monitoring networks in aquifers. An application to a glacial outwash aquifer demonstrates the utility of the method.