省属公安高校网络安全执法技术学科建设的实践与思考

网络安全与执法技术学科是近年来发展起来的年轻学科,它融合了计算机科学、法学、社会学、公安学等领域的综合知识。该学科研究的领域广、涉及的内容多,且具备明显的跨学科特性,这些对该学科的建设提出了挑战。文章从已有的学科建设实践出发,分析地方公安高等院校的特点,阐述在学科建设中学科研究领域、学科与专业的关系以及人才队伍梯队培育等问题,对网络安全执法技术学科在研究领域的选择和建设、人才培养方法、专业和课程建设等方面提出建议和应注意的问题。     

基于折射定律的摄像机标定模型

传统的摄像机标定是基于针孔模型,把镜头简化为凸透镜,得出的是光学元件的集总参数,精确度低.为提高精度,根据折射定律提出基于折射定律的摄像机标定模型.上述模型细化了摄像机镜头的组成,把镜头分为三个透镜部分,并且应用折射定律定性研究光线在透镜边界面的折射情况.改进模型充分考虑了摄像机镜头的透镜组成,大大提高了标定的精确度.仿真结果表明,新模型与针孔模型相比,平均误差值明显降低.并且比较了摄像机与物体的距离不同时,误差值的变化,确定了标定时的最佳距离.     

The Effects of Power Law Fluid Rheology on Coil Heat Transfer for Agitated Vessel in the Transitional Flow Regime

A CFD model of heat transfer from power‐law fluids to helical cooling coils in the transitional flow regime of a baffled tank mixed with a pitched blade turbine was developed with Fluent^TM. The model captured local temperature and velocity gradients. Simulations were run, varying Re, Pr, K and n. The results indicate that a Sieder‐Tate type correlation, with the exponent on and the coefficient in front of the Reynolds number being a function of n, is recommended for estimating ho. Also, a new two coil bank design was found to be more efficient when 450 < Re < 650.     

Correlations between characteristics of maximum influence and degree distributions in software networks

Software systems can be represented as complex networks and their artificial nature can be investigated with approaches developed in network analysis.Influence maximization has been successfully applied on software networks to identify the important nodes that have the maximum influence on the other parts.However,research is open to study the effects of network fabric on the influence behavior of the highly influential nodes.In this paper,we construct class dependence graph(CDG)networks based on eight practical Java software systems,and apply the procedure of influence maximization to study empirically the correlations between the characteristics of maximum influence and the degree distributions in the software networks.We demonstrate that the artificial nature of CDG networks is reflected partly from the scale free behavior:the in-degree distribution follows power law,and the out-degree distribution is lognormal.For the influence behavior,the expected influence spread of the maximum influence set identified by the greedy method correlates significantly with the degree distributions.In addition,the identified influence set contains influential classes that are complex in both the number of methods and the lines of code(LOC).For the applications in software engineering,the results provide possibilities of new approaches in designing optimization procedures of software systems.     

湛江电网故障统计分布及台风演化分析

研究湛江电网故障统计分布规律,发现湛江电网故障具有明显的幂律特性,去除故障极值日的数据呈指数分布.而故障极值日均伴有极端天气,表明湛江电网故障的幂律特性因极端天气引发.     

高频脉冲电流法在在线检测电力变压器局部放电中的应用

介绍高频脉冲电流检测技术的原理,及其在在线检测电力变压器的局部放电中的应用。     

季节冻土区渠道水分迁移规律及冻胀特性试验研究

为了量化渠基土体中的水分在冻融过程中的迁移及其分布规律,揭示渠基土体的微观冻胀特性,选取渠基土体不同部位的原状土样,进行冻融试验,采用CT扫描技术,监测研究渠基土样冻融过程中的水分迁移及其孔隙水分布规律,进一步探究渠基土体的微观冻胀特性。结果表明:冻融过程中土样深度16～18 cm处的含水率较高,产生了水分积聚。冻结过程中,土体的微观孔隙结构发生了明显变化,同时发生了裂缝的张开和闭合。在融化阶段,由于冻结水快速融化,土体发生融沉,最大融沉量为6.78 mm。研究成果揭示了渠基土体单向冻融过程中的水分迁移规律、孔隙水的分布状态及其冻胀微观特性,为季节冻土区输水渠道的抗冻胀设计提供了理论基础。     

应用一步流动法快速测定土水特征曲线试验研究

实验室常用压力板仪进行常规试验测定粉土土水特征曲线（SWCC）,需耗费数月时间,效率不高。对快速测定粉土SWCC进行了试验研究：采用压力板仪对粉土试样开展一步流动法试验;同时,用Hydrus-1D建立一维水分运移模型;结合模型对干密度为1.78 g/cm3粉土试样中溢出水量随加压时间的关系曲线进行拟合,并得出VG模型中难以实测的参数α和n;根据参数反算出粉土试样SWCC并和压力板仪常规试验的SWCC进行对比。为了消除试验中加载压力过大可能造成的固结对试验结果的影响,还对干密度为1.65 g/cm3的粉土试样进行固结试验使其干密度增大为1.78 g/cm3,再对固结后粉土试样分别进行常规试验和一步流动法试验。对由两种试验得到的固结粉土的SWCC与初始干密度1.78 g/cm3粉土由两种试验实测的SWCC进行了比较。结果表明：① 一步流动法试验拟合的SWCC与常规试验实测的SWCC重合度高;② 一步流动法试验具有快速性和有效性;③ 由Hydrus-1D建立的一维水分运移模型得出的SWCC与常规试验实测的SWCC接近;④ 一步流动法试验结果不会受到固结的影响。     

Fractal characterization for the mining crack evolution process of overlying strata based on microseismic monitoring technology

In order to study the evolution laws during the development process of the coal face overburden rock mining-induced fissure,we studied the process of evolution of overburden rock mining-induced fissures and dynamically quantitatively described its fractal laws,based on the high-precision microseismic monitoring method and the nonlinear Fractal Geometry Theory.The results show that:the overburden rock mining-induced fissure fractal dimension experiences two periodic change processes with the coal face advance,namely a Small→ Big→ Small process,which tends to be stable;the functional relationship between the extraction step distance and the overburden rock mining-induced fissure fractal dimension is a cubic curve.The results suggest that the fractal dimension reflects the evolution characteristics of the overburden rock mining-induced fissure,which can be used as an evaluation index of the stability of the overburden rock strata,and it provides theoretical guidance for stability analysis of the overburden rock strata,goaf roof control and the support movements in the mining face.     

Physical and mechanical properties of sandstone containing a single fissure after exposure to high temperatures

In order to investigate the physical and mechanical properties of sandstone containing fissures after exposure to high temperatures,fissures with different angles α were prefabricated in the plate sandstone samples,and the processed samples were then heated at 5 different temperatures.Indoor uniaxial compression was conducted to analyze the change rules of physical properties of sandstone after exposure to high temperature,and the deformation,strength and failure characteristics of sandstone containing fissures.The results show that,with increasing temperature,the volume of sandstone increases gradually while the quality and density decrease gradually,and the color of sandstone remains basically unchanged while the brightness increases markedly when the temperature is higher than 585 ℃;the peak strength of sandstone containing fissures first decreases then increases when the temperature is between 25℃and 400℃.The peak strain of sandstone containing fissures increases gradually while the average modulus decreases gradually with increasing temperature,and the mechanical properties of sandstone show obvious deterioration after 400 ℃.The peak strain of sandstone containing fissures increases gradually while the average modulus decreases gradually with increasing temperature;with increasing angle αof the fissure,the evolution characteristics of the macro-mechanical parameters of sandstone are closely related to the their own mechanical properties.When the temperature is 800 ℃,the correlation between the peak strength and average modulus of sandstone and the angle α of the fissure is obviously weakened.The failure modes of sandstone containing fissures after high temperature exposure are of three different kinds including:tensile crack failure,tensile and shear cracks mixed failure,and shear crack failure.Tensile and shear crack mixed failure occur mainly at low temperatures and small angles;tensile crack failure occurs at high temperatures and large angles.