Surface modification of macroporous Al2O3 tubes with carbon-doped TiO2 intermediate layer and preparation of highly permeable palladium composite membranes for hydrogen separation

ABSTRACT

To prepare H₂-permeable palladium composite membranes, a novel carbon-doped microporous TiO₂ intermediate layer was introduced to modify the surface of macroporous Al₂O₃ substrates. The Pd/TiO₂–C/Al₂O₃ membrane was prepared via electroless plating, and thereafter, carbon residue in the intermediate layer was removed by calcination in air, yielding a Pd/TiO₂/Al₂O₃ membrane. Experimental results indicate that the carbon residue shrinks the pore size of the intermediate layer and facilitates a decrease of membrane defects. Additionally, carbon removal induces a higher effective membrane area at the permeate side, which enhances hydrogen permeability. Furthermore, the apparent activation energy (E_A) and stability of the as-prepared Pd/TiO₂/Al₂O₃ membrane were investigated.     

Investigation of the effects of fatty acids on the compressive strength of the concrete and the grindability of the cement

In cement industry, a great energy consumption has been observed during grinding of clinker. To reduce this consumption, some waste products have been used as grinding aids.In this investigation, the effects of sunflower oil (SO), oleic acid (OA), stearic acid (SA), myristic acid (MA) and lauric acid (LA) on the fineness and strength of the cement have been examined. These aids were added into clinker in certain ratios based on the cement clinker weight and the grinding has been done for a definite time at the same condition.All of the fatty acids used increased the fineness as compared with the cement without the grinding additives. SO and OA decreased the strength significantly, LA decreased it to a lesser extent and SA increased it definitely according to the common cement. But MA did not alter the strength of the cement as much as SA. In addition, the covering of the balls influences the grinding of cement clinker unfavourably.     

风拖曳力系数和曼宁系数对风暴潮流模拟的影响

利用0205号威马逊台风期间实测风暴增水和风暴潮流数据,采用NCEP FNL和台风模型风场的融合风场作为驱动项,建立了覆盖东海的三维风暴潮流数值模型,研究风拖曳力系数和曼宁系数对风暴增水和风暴潮流的影响。计算结果表明:(1)风拖曳力系数取值应考虑随风速变化。表层风暴潮流受风拖曳力系数影响较大,中层和底层风暴潮流基本不受影响。(2)风暴潮流结构在一定程度上取决于曼宁系数;曼宁系数对中层和底层风暴潮流影响大于表层,曼宁系数越大,底摩擦阻力越大,风暴潮流垂向分层越明显。(3)风暴增水和风暴潮流对曼宁系数的响应不同,建立模型时,应同时率定风暴增水和风暴潮流。     

引江济淮工程水源区论证分析

水源区论证是引调水工程前期工作的重要内容。引江济淮工程调水规模大且水源区受影响因素多、影响涉及范围广,因此,对该工程水源区进行论证较为复杂。在开展有关规划依据、经济社会发展需求分析的基础上,对引江济淮工程进行了取水合理性分析;在考虑规划水平年工程取水水源论证范围内水库群的联合调度、增耗水以及跨流域调水等因素的基础上,对水源的可靠性进行了分析,同时,也对工程给水源区水文情势、水域主要功能和纳污能力、咸潮上溯等方面可能受到的影响进行了分析研究。分析结果表明,引江济淮工程取水合理、水源可靠、对水源区造成的影响较小。     

自重施加方式对高拱坝廊道结构应力及配筋的影响

自重工况一般是高拱坝内廊道配筋设计的控制工况,由于高拱坝施工过程的特殊性及复杂性,有限元计算中自重有多种施加方式。结合工程实例,对高拱坝基础廊道结构进行三维有限元分析,比较不同自重施加方式对廊道结构应力及配筋的影响。研究结果表明:按整体自重考虑时,廊道结构应力及配筋面积明显偏小;全部按分缝自重考虑时,廊道结构应力及配筋面积明显大于按施工过程考虑自重的结果;为符合实际施工过程及结构承载规律,保证结构安全及经济合理,在拱坝结构的有限元计算中应按照施工过程考虑自重荷载。该研究成果对泄洪孔结构的应力分析也具有参考价值。     

Influence of activated carbon pore structure on oxygen reduction at catalyst layers supported on rotating disk electrodes

Carbon materials are often used as catalyst supports, and for catalysts in electrodes of a polymer electrolyte fuel cell, carbon black has been used. Recently, it was found, however, that activated carbon could replace carbon black and besides, significantly improve the activity of the electrode catalyst layer for oxygen reduction. In the present study, to optimize the pore structure of activated carbon for further activity improvement, the influence of the pore structure on the activity was investigated using activated carbon of various specific surface areas and mean pore diameters. A catalyst layer was formed from activated carbon loaded with platinum and a polymer electrolyte. The activity of the layer was measured in an oxygen-saturated perchloric acid solution, supporting the layer on a rotating glassy carbon disk electrode. We found that increases in the specific surface area and mean pore diameter increased the activity and that the latter was more effective than the former mainly due to the enhanced mass-transfer in the pores; the catalyst layer formed from activated carbon with the largest mean pore diameter was the most active. Unless pores excessively develop and lose connections between particles, a large pore diameter is therefore desired for the fuel cell electrodes.     

二维石墨相氮化碳纳米片的制备及其光催化性能

利用水热反应法将三聚氰胺悬浊液在200℃下反应生成中间产物,中间产物经煅烧直接制成了二维石墨相氮化碳(g-C3N4)纳米片(WCN),并与本体g-C3N4(CN)、传统热氧剥离法得到的g-C3N4纳米片(OCN)进行了比较.采用SEM、XRD、FTIR、Raman、AFM、PL对样品进行了表征,探讨了其光电化学性能和光催化性能.结果表明,两种方法均实现了对CN的剥离,WCN和OCN与CN的晶体结构和组成相同,WCN和OCN比表面积分别是CN的3.6倍和3.1倍.光电化学分析显示,WCN具有更好的载流子迁移与分离效率,具有较好的光催化活性.可见光照射下,WCN对亚甲基蓝(MB)的光催化降解率达到82.0％,分别是OCN和CN的2.4倍和6.7倍,光催化降解过程符合一级动力学方程.WCN具有优良的稳定性和可重复利用性能.     

基于泄洪移民区域分汊河道泄流相互影响的模型试验研究

基于政府的组织行为、政府的协调行为和政府的监督行为与行洪移民区域后期扶持的具体工作的研究,治淮工程移民安置方案产生31.2亿元的投资。移民区域的大小与安全行洪区范围直接相关,分汊河道行洪的最佳分流比决定了行洪的安全与否。为了探讨复杂并联泄洪河道中不同的闸门控制对泄流的影响,论文结合淮河入江水道归江控制段模型试验,对复杂分汊并联河道的分流比及其流态对河道的稳定等进行了分析研究。通过对所采集的水位流量资料进行理论分析,按照不同的闸门开度组合,结合水面流态,系统分析入江水道中下段分汊并联河道在不同的流量下最优闸门开度组合及支汊分流比。单闸控制,主汊河道闸门开度一定时,分流比随着总泄流量增加而减小,两支汊河道分流比基本相同,且随总泄流量增加而增加。双闸控制,主汊河道和支汊河道闸门组合调节时,主汊分流比同单闸控制,支汊分流比变化量来自主汊,不影响其他支汊河道分流比。最优闸门开度为主汊单闸控制2/3开度,最优分流比为76%、12%、12%,在此分流比下行洪,将保持移民后期区域不扩大或缩小。     

高压旋喷锚杆在黄土深基坑支护中的模拟研究

为了研究高压旋喷锚杆支护体系在黄土深基坑工程中的工作性状,选取西安某深基坑支护工程为研究对象,运用MIDAS/GTS软件对该支护体系进行了有限元数值模拟,并与二次注浆锚杆支护体系的模拟结果进行了对比分析。结果表明:两种基坑支护方式均可满足该基坑支护的技术要求,但采用高压旋喷锚杆支护时,需要锚杆的总长度为二次注浆锚杆长度的62%,且高压旋喷锚杆筋体可实现回收,降低了锚杆施工对周围土层的干扰,其在黄土地区高边坡及深基坑支护工程中有着广阔的应用前景。     

用新的理念规划建设现代石化物流园区

论述石化物流园区的规划建设问题。提出用新的理念规划建设现代石化物流园区,发展绿色物流。绿色物流既包括企业的绿色物流活动,又包括对绿色物流活动的管理、规范和控制。