Host-sensitized luminescence of Dy3+, Pr3+ , Tb3+ in polycrystalline CaIn2O4 for field emission displays

Caln(2)O(4):Dy3+/Pr3+/Tb3+ blue-white/green/green phosphors were prepared by the Pechini sol-gel process. X-ray diffraction (XRD), field emission scanning electron microscopy (FE-SEM), diffuse reflectance, photoluminescence (PL) and cathodoluminescencc (CL) spectra as well as lifetimes were utilized to characterize the samples. The XRD results reveal that the samples begin to crystallize at 800 degrees C 3-1 and pure CaIn2O4 phase can be obtained after annealing at 900 degrees C. The FE-SEM images indicate that the CaIn2O4:Dy3+, CaIn2O4:Pr3+ and CaIn2O4:Tb3+ samples consist of spherical grains with size around 200-400nm. Under the excitation of ultraviolet light and low electron beams (1-5kV), the CaIn2O4:Dy3+, CaIn2O4:Pr3+ and CaIn2O4:Tb3+ phosphors show the characteristic emissions of Dy3+ ((F9/2-H15/2)-F-4-H-6 and (F9/2-H13/2)-F-4-H-6 transitions, blue-white), Pr3+ ((P0-H4)-P-3-H-3, (D2-H4)-D-1-H-3 and (P1-H5)-P-3-H-3 transitions, green) and Tb3+ ((D4-F6,5,4,3)-D-5-F-7 transitions, green), respectively. All the luminescence is resulted from an efficient energy transfer from the CaIn2O4 host lattice to the doped Dy3+ ,Pr3+ and Tb3+ ions, and the corresponding luminescence mechanisms have been proposed.

Active site structure of NO decomposition on perovskite(-like) oxides: An investigation from experiment and density functional theory

Active site structure for NO decomposition carried out on perovskite-like oxides were discussed based on the N-2 yield measured from LaSrNi1-x,AlxO4 with different B-site cations and from La2-ySryCuO4 with different crystal phases. Results show that the active site contains two oxygen vacancies, two transition metals, and one lattice-oxygen, with the oxygen vacancy locating on the apex of MO6 octahedron, and the lattice oxygen locating between the two transition metals (i.e., M-O-M plane). Density functional theory (DFT) analysis to the structure shows that this new active site is the most active structure for NO adsorbing, and hence, for NO decomposition. The similar trend of the relative energies that are required for the formation of oxygen vacancies with f form (calculated from DFT), the amount of oxygen vacancies, and the activities (N-2 yield) certifies this result further.

车前草中苯乙醇苷化合物的电喷雾多级串联质谱研究

利用电喷雾多级串联质谱技术研究了车前草药材中的苯乙醇苷化合物,根据其在负离子条件下表现出的特征质谱行为,提出了车前草中的苯乙醇苷类化合物可能的电喷雾质谱碎裂规律,建立了车前草中苯乙醇苷化合物的快速分析、鉴定方法.

Optimal light regime for the cultivation of transgenic Laminaria japonica gametophytes in a bubble-column bioreactor

Fluctuating light intensity had a more significant impact on growth of gametophytes of transgenic Laminaria japonica in a 2500 ml bubble-column bioreactor than constant light intensity. A fluctuating light intensity between 10 and 110 mu E m(-2) s(-1), with a photoperiod of 14 h:10 h light:dark, was the best regime for growth giving 1430 mg biomass l(-1).

黄海纤毛虫的丰度和生物量

海洋浮游纤毛虫是在海洋中浮游生活的一类单细胞原生动物，主要是指寡毛类纤毛虫(Oligotrich ciliates)，隶属原生动物界(Protozoa)、纤毛门(Ciliophora)、寡毛纲(Oligotrichea)，分属于Oligotrichina 和Tintinnina两个亚纲。它们个体微小，粒径在5-200 µm之间，是微型浮游动物和海洋微食物环(Marine Microbial Food Web)的重要组成部分。 2006年4月至2007年12月，在黄海(包括胶州湾)采样分析海洋浮游纤毛虫的种类组成(砂壳纤毛虫)、丰度和生物量，分析纤毛虫在这一海区的季节变化和空间变化。 纤毛虫丰度和生物量的研究方法为：Rosette采水器(胶州湾用Niskin采水器)采集水样，取1 L水样，加Lugol’s试剂固定(终浓度1%)，Utermöhl方法100倍镜检。测量虫体的体长、体宽，按最接近的几何形状(圆柱体、球体和圆锥体)计算体积。生物量由体积乘转换系数(0.19 pgC/µm3)得到，砂壳纤毛虫的肉体体积按照壳体积的1/3近似。 本文的结果表明，胶州湾各站纤毛虫平均丰度于6月达到全年最高值6065 ind./L，12月为全年丰度最低值843 ind./L。平均生物量8月达全年最高值(18.5 µg C/L)，6月为全年最低值(0.6 µg C/L)。砂壳纤毛虫种丰富度于8月达到最高值，共发现25种砂壳纤毛虫，1月种类最少(6种)。湾内站位的纤毛虫平均丰度比湾外的高(6月和8月除外)。砂壳纤毛虫在纤毛虫总丰度中的比例较小，平均为25%，范围为8-57%，分别于1月和8月达到最低和最高值。 两次冷水团大面调查结果表明，4月表层纤毛虫平均丰度(1490 ind./L)要高于10月(972 ind./L)。10月表层纤毛虫生物量0.14-5.33 µg C/L，14194站、15694站和15894站生物量较高，为4.08-5.33 µg C/L。无壳纤毛虫优势种Laboea strobila在两个航次中均呈现斑块分布，4月航次丰度0-10000 ind./L，10月航次丰度11-350 ind./L；砂壳纤毛虫优势种Ptychocylis obtusa仅在4月航次发现，最大丰度2895 ind./L，10月航次未发现。4月航次砂壳纤毛虫有百乐拟铃虫(Tintinnopsis beroidea)，丰度为0-1920 ind./L；卡拉直克拟铃虫(Tintinnopsis karajacensis)，丰度很小(10-93 ind./L)。10月航次砂壳纤毛虫优势种Tintinnidium primitivum，丰度为35-700 ind./L；也出现了尖底类瓮虫(Amphorellopsis acuta)和网纹虫(Favella spp.)，但丰度不大(0-210 ind./L)；运动类铃虫(Codonellopsis mobilis)、筒状拟铃虫(Tintinnopsis tubulosoides)和Eutintinnus sp.丰度也较低(35-105 ind./L)；Craterella torulata丰度为0-120 ind./L，主要分布于15694站。10月航次已经出现了温跃层，位于30 m左右水层，纤毛虫主要分布于温跃层之上。 六次黄海断面航次表明：温跃层在5月已经出现，到12月消失。在有温跃层的5月、6月、8月、9月，纤毛虫主要分布于温跃层(30 m左右)之上。其中8月份航次纤毛虫丰度最高，表层平均丰度3103 ind./L。12月份纤毛虫丰度最低，表层平均丰度406 ind./L。纤毛虫生物量春夏季为0.02-5.5 µg C/L，冬季为0.04-1.99 µg C/L。小型无壳纤毛虫占优势，砂壳纤毛虫东方拟铃虫(Tintinnopsis orientalis)、筒状拟铃虫、运动类铃虫、Craterella torulata和Tintinnidium primitivum几乎在各个航次均有分布。

栉孔扇贝大规模死亡病原学研究

用平板画线法从患病栉孔扇贝（Chlamys farreri）体内分离到了一种原核生物（简称QDP）。QDP可以在改进的液体培养基MEM（含2.2%NaCl，5%小牛血清）和脑心浸液（含2.2% NaCl）中生长；菌落在显微镜下（150×）为无色、透明的小点状；革兰氏染色阴性；菌体为圆形或近似圆形。QDP在发育过程中有两种状态，一种为未成熟阶段，直径小于100nm；另一种为成熟阶段，直径变化很大，最小约60nm，最大可达4µm以上。较小的个体有拟核、核糖体和新月状的空泡，未见细胞壁；较大的个体有细胞壁，胞内大部分被空泡充满，未见拟核和核糖体。栉孔扇贝组织超簿切片电镜观查证实QDP的存在。QDP的密度随着生长发育时间的不同而有所变化，繁殖高峰期密度较大。 建立了密度梯度离心结合滤膜过滤分离技术，优化人工培养条件。最适生长温度为23℃，最适生长pH值为7.4，最适生长盐度相当于细胞培养液所需的盐浓度（0.85%NaCl）。 提取的QDP核酸能被RNase A 降解，且没有检测到DNA。以PCR、RT-PCR扩增其16SrRNA基因序列片段，PCR反应没有扩增出扩增子，而RT-PCR则扩增出了16S rRNA基因序列片段，经测定其序列全长度为1430bp，经与GENEBANK中的16S rRNA片段比较分析，与6种不同科的微生物的同源率最高的为95%-95.47%。 采用温度梯度和病原浓度梯度回归感染实验方法，较为系统地研究了QDP的致病性。研究结果表明：QDP对栉孔扇贝有强烈的致病作用，高温（23℃以上）是其致病的必要条件，证实DQP是栉孔扇贝大规模死亡的病原体之一。

吕宋海峡水交换的季节性变化研究

本文共分五部分。第一部分是研究概述；第二部分回顾了吕宋海峡水交换的观测目标及观测手段；第三部分分析了2005年10月吕宋海峡现场观测资料以及卫星高度计，卫星跟踪漂流浮标资料；第四部分用较高分辨率的POM模式模拟了吕宋海峡流场的季节变化并进行了相关数值实验；第五部分探讨了吕宋海峡附近涡旋与黑潮主轴的相互作用。 通过分析现场观测资料，并结合同一时期卫星高度计观测海平面高度距平和辐射计观测到的海表面温度，推测了2005年10月间吕宋海峡上层地转流场分布;分析卫星高度距平的数据发现在1992年10月-2005年5月间共发生了49次涡旋脱离现象。综合17年的卫星跟踪漂流数据发现,经过黑潮区域共计浮标193个，只有8个进入南海，时间在10月至来年3月间。我们认为这8个浮标是由于黑潮挟带至吕宋海峡被吕宋岛西北冷涡（NWLCE）俘获而深入南海的。 模式结果显示吕宋海峡净流量季节变化明显。黑潮入侵吕宋海峡后在南海北部形成反气旋式涡旋，而涡旋的存在造成了当地海水较强的垂向运动。吕宋海峡断面(120.75°E)流场结构大体上南进北出，入流、出流纬度随季节变化会发生南北移动。500m以上，冬春季有明显的黑潮分支进入南海，而在夏秋季黑潮南海分支消失或者较弱。数值实验的结果发现：Mindoro海峡对于调节南海和太平洋的水量平衡起着至关重要的作用。吕宋海峡输运量年变化主要由太平洋海盆风场所决定，南海季风对吕宋海峡水交换的季节变化起重要作用。模式分辨率越细，吕宋海峡净流量越少。 卫星遥感海平面高度距平场显示，黑潮两侧的涡旋会与黑潮主轴发生作用。为此，利用一层半约化重力模式，采用理想风场，涡旋用一个经验台风公式生成。我们发现西边界流两侧的涡旋均会对西边界流产生影响。尤其在西边界流以西存在反气旋涡旋的时候，其与西边界流的作用过程与现实中吕宋海峡黑潮流环脱离的过程相似。

浮力对Langmuir环流的影响

Langmuir环流是发生在上层海洋中纵向的螺旋状涡旋运动，其轴向与风向基本一致。它是一常见的重要海洋现象，与海洋研究的许多重要问题，如海－气交换、海洋混合、海洋环境、海洋遥感、海洋生态和海洋灾害等有着十分密切的关系。 本文在同时考虑科氏力与浮力作用下，从Navier-Stokes方程出发，应用摄动理论，导出一个包含科氏力与浮力影响的Langmuir环流控制方程组。所采用的方法类似于Craik and Leibovich（1976）、Leibovich（1977）及Huang（1979）等人研究Langmuir环流时所采用的研究方法。此外，本文还讨论了所导出的方程组在南极绕极流区域的潜在应用。

植物功能多样性与功能群研究进展

综述了植物功能多样性与功能群研究的最新进展。介绍了植物功能群的定义及植物功能群的划分方法。在功能多样性与生态系统资源动态关系方面，抽样效应和生态位互补效应用来解释植物多样性在生态系统资源动态中的作用。功能多样性与生态系统的稳定性间的关系可以用生态冗余或生态保险概念来解释，这两个概念是一个问题的两个侧面，是多样性与生态系统功能争论的焦点。

Uptake and distribution of trace elements in growing cucumber

Multitracer technique was used to study the uptake and distribution of some relatively long half-life radionuclides Be, Na, Mn, Co, Sc to growing cucumber (Cucumis Sativus L.) with two different treatments. In Hoagland solution, only Mn-54 and Co-60 accumulated in the every part of plants. Mn-54, Co-60 and other radionuclides were absorbed in distilled water. The results indicate that there were major differences in the accumulation of trace elements between the two different treatments.

土石混合体细观结构力学及其边坡稳定性研究

Soil-rock mixture (S-RM) refers to one extremely uneven loose rock and soil materials system with certain stone content. Its formation has started since Quaternary and it is composed of block stone, fine grained soil and pore with certain project scale and high strength. S-RM has extensive distribution in nature, especially in southwest China where the geotectonic background is complicated, the fracture activity is developed and the geomorphological characteristics of high mountain and steep gorge area are protuberant. This kind of complicated geologic body has developed wider in these areas. S-RM has obvious difference with the general soil or rock (rock mass) in physical and mechanical properties because its two components-“soil” and “rock-block” has extreme differences in physical and mechanical properties. The proposition of S-RM and its deep research are needed in the modern engineering construction. It is also the necessity in the modern development of rock and soil mechanics. The dissertation starts from the meso-structural characteristics of soil-rock and takes a systematic research on its meso-structural mechanics, deformation and failure mechanism and the stability of S-RM slope. In summary, it achieves the following innovative results and conclusions. There are various views on the conception of S-RM and its classification system. Based on the large number of field tests, the dissertation makes the conception and classification of S-RM more systematic. It systematically proposed the conception of meso-structural mechanics of S-RM. Thus the dissertation has laid a foundation for its deep study. With the fast development of the computer technology and digital image processing theory, digital image processing technology has been successfully applied in many fields and provided reliable technology support for the quantitative description of the structural characteristics of S-RM. Based on the digital image processing technology, the dissertation systematically proposes and developed the quantitative analysis method and quantitative index for the meso-structure of S-RM. The results indicate that the meso-structure such as its internal soil-rock granularity composition, the soil-rock shape and the orientability has obvious self-organization in the macro statistical level. The dissertation makes a systematic research on the physical mechanical properties, deformation and failure mechanism of S-RM based on large field test. It proposes the field test for the underwater S-RM and deduces the 3D data analysis method of in-situ horizontal push-shear test. The result indicates that S-RM has significant phenomenon of shear dilatancy in the shearing process, and its dilatancy will be more obvious with the increased proportion of rock or the decreased confining pressure. The proportion of rock has great effect on the strength of S-RM and rock-block, especially the spatial position of particles with comparatively big size has great effect on the shape and spatial position of the sample shear zone. The dissertation makes some improvements in the single ring infiltration test equipment and its application on the permeability of S-RM. The results indicate that the increasing of rock-block would make it more difficult for the soil to fill in the vacuity between the rock-block and the proportion would increase which would result in the increased permeability coefficient. The dissertation builds the real meso-structural model of S-RM based on the digital image processing technology. By using geometric reconstruction technology, it transfers the structural mode represented by Binary image into CAD format, which makes it possible to introduce the present finite element analysis software to take research on numerical experimental investigation. It systematically realizes leaping research from the image，geometric mode, to meso-structural mechanics numerical experiment. By using this method, the dissertation takes large scale numerical direct-shear test on the section of S-RM. From the mesoscopic perspective, it reveals three extended modes about the shear failure plane of S-RM. Based on the real meso-structural model and by using the numerical simulation test, the character and mechanics of seepage failure of S-RM are studied. At the same time, it builds the real structural mode of the slope based on the analysis about the slope crosssection of S-RM. By using the strength reduction method, it takes the research on the stability of S-RM and gets great achievements. The three dimensional geometric reconstruction technology of rock block is proposed, which provides technical support for the reconstruction of the 3D meso-structural model of S-RM. For the first time, the dissertation builds the stochastic structure model of two-dimensional and three-dimensional polygons or polyhedron based on the stochastic simulation technique of monte carlo method. It breaks the traditional research which restricted to the random generation method of regular polygon and develops the relevant software system (R-SRM2D/3D) which has great effect on meso-structural mechanics of S-RM. Based on the R-SRM software system which randomly generates the meso-structural mode of S-RM according to the different meso-structural characteristics, the dissertation takes a series of research on numerical test of dual axis and real three-axis, systematically analyses the meso destroy system, the effects of meso-structural characteristics such as on the stone content, size composition and block directionality on the macro mechanical behavior and macro-permeability. Then it proposes the expression of the upper and lower limit for the macro-permeability coefficient of the inhomogeneous geomaterials, such as S-RM. By using the strength reduction FEM, the dissertation takes the research on the stability of the slope structural mode of the randomly formed S-RM. The results indicate that generally, the stability coefficient of S-RM slope increases with the increasing of stone content; on the condition of the same stone content, the stability coefficient of slope will be different with different size composition and the space position of large block at the internal slop has great effect on the stability. It suggests that meso-structural characteristics, especially the space position of large block should be considered when analyzing the stability of this kind of slope and strengthening design. Taking Xiazanri S-RM slope as an example, the dissertation proposes the fine modeling of complicated geologic body based on reverse engineering and the generation method of FLAC3D mode. It resolves the bottleneck problem about building the fine structural mode of three-dimensional geological body. By using FLAC3D, the dissertation takes research on the seepage field and the displacement field of Xiazanri S-RM slope in the process of reservoir water level rising and decreasing. By using strength reduction method, it analyses the three-dimension stability in the process of reservoir water level rising and decreasing. The results indicate that the slope stability firstly show downward trend in the process of reservoir water level rising and then rebound to increase; the sudden drawdown of reservoir water level has great effect on the slope stability and this effect will increase with the sudden drawdown amplitude rising. Based on the result of the rock block size analysis of S-RM, and using R-SRM2D the stochastic structure model of Xiazanri S-RM slope is built. By using strength reduction method, the stability of the stochastic structure model is analysis, the results shows that the stability factor increases significantly after considering the block.

Manejo integrado da mosca-branca Bemisia argentifolii.

Historico; Classificacao sistematica, descricao morfologica, biologia e danos; Ecologia; Hospedeiras e febologia; Metodos de controle de pragas; Manejo integrado.

Métodos para a determinação de multiresíduos de agrotóxicos em produtos agrícolas.

2008