近53 a云南东部春季旱涝及其环流距平波列影响

基于年度春季降水,用旋转经验正交函数（REOF）方法,将云南省划分为3个降水气候区,分析了近53 a云南东部春季旱涝基本特征,选取帕默尔干旱指数（PDSI）对春季旱涝进行评估。小波分析发现,云南东部春季旱涝存在准14 a周期,并可分为3个时期：1958-1980年干旱期,1981-2000年偏涝期,2000年以后干旱期。对云南东部涝(旱)年合成分析显示,大尺度背景高度场、风场和温度场的距平场都存在2列并行的纬向波列。在涝年,500 hPa位势高度距平纬向波动为高纬度正距平,中纬度负距平,显示云南上空的低值系统活跃。风场距平波列性质为中高纬度负距平,中低纬正距平,显示南支槽水汽输送的速度与量值的强盛。700 hPa温度场距平波列为高纬正距平,中纬负距平,显示云南温度偏冷,与低纬度副高控制的海洋暖湿气团形成系统性锋区,有利于云南东部降水。在旱年,则2列并行纬向距平波列各要素性质正好相反。此外,青藏高原上游风速受山脉西南侧地形阻挡发生向南折射,涝年风速强,旱年风速弱,直接促发和影响南支槽的强弱。上游风速与南支槽强度具有正比关系。降水关键系统昆明准静止锋在背景纬向波列环境中,涝年比旱年出现频次高,维持时间长。     

后生动物线粒体基因组基因次序重组规律分析

后生动物线粒体基因组由于其大小和基因数目的相对稳定,被认为是研究后生动物系统发育关系的一种理想模型。后生动物线粒体基因组大多有37个基因,包括22个tRNA编码基因和13个蛋白编码基因,它们的排列顺序也被认为是研究后生动物线粒体基因组很好的材料。通过对来自NCBI数据库的2 511种后生动物线粒体基因组提取的基因次序,包括对基因的倒置、共有基因簇、基因的缺失和重复、相邻位置的基因交换等重组形式的概述,综述了近年来对动物线粒体基因组基因次序重组的研究状况。     

Agouti基因及其与动物毛色关系的研究进展

动物特别是毛皮动物,毛纤维颜色丰富多彩,其主要由遗传基因调控,在众多的调控基因中,Agouti基因是一个重要的功能基因。论文重点综述了Agouti基因结构及其在人、小鼠、家养普通动物和毛皮动物毛色方面的研究现状,旨在为动物毛色选育提供参考依据。     

Safety Assessment of Circular Arches Tunnel Evacuation on Surrounding Geotechnical Environment

Based on the stochastic medium theory, influence on the surrounding rock and soil by tunnel excavation was studied. formula for predicting movement and deformation of rock and soil mass caused by tunnelling were deduced. And especially for the tunnel with circular arch section, half analytic solution for this problem was put forward. Furthermore, a program was developed to compute the movement and deformation of the rock and soil mass resulted from excavation. The deformation failure criterion of stochastic medium for estimating the surroundings safety was provided and was applied in an engineering example, which proved that the results of the research were reasonable and significant for the tunnel safety construction.     

Performance and Microstructure of Ultra Low Ion Permeability Cementitious Materials

Microstructure and macro performance of Ultra Low Ion Permeability Cementitious Materials (ULIPCM) were investigated by Micro hardness, MIP and SEM EDXA. It was shown that the compressive strength of ULIPCM was more than 80 MPa, flexural strength was more than 11.0 MPa, and elastic modulus was in the range of 38.0 to 42.0 GPa at the age of 28 days; chloride diffusion coefficient was lower than 0.8×10－13m2·s－1, conductive charge for 6 hours was lower than 300 coulombs; sulfate attack resistance was good; shrinkage at the age of 28 days was lower than 400×10－6. Compared with ordinary concrete with which thickness of interfacial transition zone is 60 to 100 μm, the thickness of interfacial transition zone of ULIPCM was lower than 30 μm. Penetration paths of corrosive medium were effectively interrupted in ULIPCM. And pore structure parameters, such as porosity and the most probable pore radius of ULIPCM, were also obviously optimized in ULIPCM. Besides, few CH crystals were in the ULIPCM aggregate and the interfacial transition zone of ULIPCM. And the orientation of CH crystals was poor.     

A Hilbert fractal antenna and portable monitoring system for partial discharge detection in gas insulated substations

We design a third Hilbert fractal antenna for partial discharge (PD) monitoring in gas insulated substations (GIS) based on fractal principles, and analyze the Hilbert antenna impedance characteristics using an equivalent inductance method of parallel transmission lines. The PD experiment of metal protrusion defect is conducted employing fractal and microstrip antennae. The test results show that the characteristic of the Hilbert fractal antenna has good performance and can detect the PD signal for online monitoring in GIS. A portable online monitoring and locating system for GIS is established using the Hilbert fractal antenna and LabVIEW. The locating accuracy of the PD source in the laboratory meets the requirements of the PD site location.     

Theory and approach to reactive power flow tracing

Based on an analysis of the characteristics of reactive power supplies and reactive loads, this paper presents a method for forming a lossless reactive network using an equivalent technique of modeling the branch admittance as a reactive power supply and the branch power loss as a virtual load. A downstream distribution matrix for a power system is constructed based on its reactive lossless network, and the analytical model and its algorithm for tracing reactive power flow (TRPF) is proposed. A method dealing with the abnormal downstream distribution matrix of active power flow also is discussed. The main advantage of the proposed method is that the matrix theory is used to analyze the TRPF model directly and no assumption on the flow distribution is needed. Case studies of the IEEE14 Bus and IEEE30 Bus systems demonstrate the accuracy and the validity of the proposed method.     

Dynamic characteristic analysis of an all terrain vehicle body

The body is a key part of all terrain vehicles (ATV). Its dynamic characteristics greatly effect the vibration of the ATV assembly. Simulation and experimental methods are combined to analyze ATV body vibration characteristics. A computer aided design(CAD) model is built using UG4.0. A finite element method(FEM) model of an ATV body and a body with an engine are created using Hypermesh. The FEM model is imported to Msc.Nastran to calculate the free mode. The simulation model is verified by the experimental modal result. The results indicate that after the frame with engine, the first bending mode increases due to the engine increasing the body stiffness, while the first torsion mode decreases due to the engine mass. The effects on the dynamic response of the road and engine excitation are analyzed respectively. Vibration characteristic improvement methods and suggestions regarding the body are provided.     

Theoretical Analysis and Testing of Ground Treatment Using an Expansive Method in Very Thick Collapsible Loess

Through technological research of foundation treatments in the collapsible loess areas, we recommend a method of treating foundations in collapsible loess with quicklime piles. We set forth the basic principle of this expansive method. When a very thick foundation in collapsible loess is treated, the computational formula for the volume of expanding material in a quicklime pile is deduced based on cavity expansion theory. This theory is applied to engineering practice. Physical and mechanical properties of the compacted soil are tested. The result shows that the collapsibility of a foundation in loess has been eliminated, its physico mechanical indexes have been improved, and the soil compressibility and the modulus of compressibility also increase remarkably, demonstrating the correctness of the computation theory. The feasibility of the expansive method for very thick collapsible loess areas is further established.