Research on the logic monitoring method for the cloud computing based safety computer

With the development of railway construction in China,the computing demand of the train control system is increasing day by day.The application of cloud computing technology on the rail transit signal system has become a research hotspot in recent years.How to improve the safety and availability of the safety computer platform in the cloud computing environment is the key problem when applying cloud computing to the train operation control system.Since the cloud platform is in an open network environment,fac-ing many security vulnerabilities and malicious network attacks,it is necessary to monitor the operation of computer programmes through edge safety nodes.Firstly,this paper encrypts the logical monitoring method,and then proposes a secure computer de fence model based on the dynamic heterogeneous redundancy structure.Then the continuous time Markov chain(CTMC)is used to quantitatively solve the stable probability of the system,and the influence of different logical monitoring methods on the anti-attack performance of the system is analysed.Finally,the experiment proves that the dynamic heterogeneous redundancy structure composed of encryption logic monitoring can guarantee the safe and stable operation of the safety computer more effectively.

The State-of-the-Art Review on Applications of Intrusive Sensing,Image Processing Techniques,and Machine Learning Methods in Pavement Monitoring and Analysis

In modern transportation,pavement is one of the most important civil infrastructures for the movement of vehicles and pedestrians.Pavement service quality and service life are of great importance for civil engineers as they directly affect the regular service for the users.Therefore,monitoring the health status of pavement before irreversible damage occurs is essential for timely maintenance,which in turn ensures public transportation safety.Many pavement damages can be detected and analyzed by monitoring the structure dynamic responses and evaluating road surface conditions.Advanced technologies can be employed for the collection and analysis of such data,including various intrusive sensing techniques,image processing techniques,and machine learning methods.This review summarizes the state-ofthe-art of these three technologies in pavement engineering in recent years and suggests possible developments for future pavement monitoring and analysis based on these approaches.

Preliminary Application of Combinatorial Measurement and Regression Analysis Method to High Precision Instrumental Analysis

With determination micro-Fe by 1, 10-phenanthroline spectrophotometry for example, they are systematically introduced the combinatorial measurement and regression analysis method application about metheodic principle, operation step and data processing in the instrumental analysis, including: calibration curve best linear equation is set up, measurand best linear equation is set up, and calculation of best value of a concentration. The results showed that mean of thrice determination , s = 0 μg/mL, RSD = 0. Results of preliminary application are simply introduced in the basic instrumental analysis for atomic absorption spectrophotometry, ion-selective electrodes, coulometry and polarographic analysis and are contrasted to results of normal measurements.

Method of Phase Diagrams for the Analysis of Seism-Acoustical Spatial-Time Monitoring Data in Oil Wells

Experimental and theoretical studies of the mechanisms of vibration stimulation of oil recovery in watered fields lead to the conclusion that resonance oscillations develop in fractured-block formations. These oscillations, caused by weak but long-lasting and frequency-stable influences, create the conditions for ultrasonic wave’s generation in the layers, which are capable of destroying thickened oil membranes in reservoir cracks. For fractured-porous reservoirs in the process of exploitation by the method of water high-pressure oil displacement, the possibility of intensifying ultrasonic vibrations can have an important technological significance. Even a very weak ultrasound can destroy, over a long period of time, the viscous oil membranes formed in the cracks between the blocks, which can be the reason for lowering the permeability of the layers and increasing the oil recovery. To describe these effects, it is necessary to consider the wave process in a hierarchically blocky environment and theoretically simulate the mechanism of the appearance of self-oscillations under the action of relaxation shear stresses. For the analysis of seism acoustic response in time on fixed intervals along the borehole an algorithm of phase diagrams of the state of many-phase medium is suggested.

Applied research of correspondence analysis method in waste tailings reservoir heavy metal pollution monitoring points optimization

In order to optimize monitoring points and monitoring factor, the relationshipbetween pollutants and soil sample were established by correspondence analysis.Thestudy results show that the reflecting monitoring points and monitoring factors in thegraphic on the same factor axis can clearly express the intrinsic link between pollutantsand monitoring points and distribution characteristics.To determine the main monitoringpoint and the main monitoring indicators can reduce and optimize the number of monitoringpoints under the premise of ensuring the typical and representative of monitoring data.Using the correlation of pollutants can reduce the number of monitoring indicators and improvethe effectiveness of data collection.

Analysis of Existing Problems and Treatment Methods of Urban Environmental Monitoring

With the rapid development of the city,the concept of ecological environment has been integrated into everyone’s heart.In the new era,people also have higher requirements for the quality of living environment.However,at this stage,with the development of urbanization and industrialization,the problem of environmental pollution has become more and more serious.Therefore,we must do a good job in urban environmental monitoring,pay attention to the protection of urban environment,design and implement effective governance methods,so as to improve the quality of environmental governance.This article analyzes the problems in urban environmental monitoring,and formulates reasonable treatment methods and suggestions.

Eddy Current Analyses by Domain Decomposition Method Using Double-Double Precision

A matrix equation solved in an eddy current analysis,??-??method based on a domain decomposition method becomes a complex symmetric system.In general,iterative method is used as the solver.Convergence of iterative method in an interface problem is improved by increasing an accuracy of a solution of an iterative method of a subdomain problem.However,it is difficult to improve the convergence by using a small convergence criterion in the subdomain problem.Therefore,authors propose a method to introduce double-double precision into the interface problem and the subdomain problem.This proposed method improves the convergence of the interface problem.In this paper,first,we describe proposed method.Second,we confirm validity of the method by using Team Workshop Problem 7,standard model for eddy current analysis.Finally,we show effectiveness of the method from two numerical results.

A Comparison of Weighing Methods Prior to Fusion Preparing Iron Samples for XRF Analysis

Sample preparation by fusion for XRF analysis is all about knowing the exact weights of the sample and the flux (sample-to-flux ratio). The whole analytical chain, including the weighing step in sample preparation prior to fusion, is of crucial importance to get precise and accurate x-ray fluorescence (XRF) results. Consequently, the weighing method will affect the quality of the analytical results given by the spectrometer. In this study, the effects of different weighing methods on the precision (RSD) of the obtained XRF results are compared to determine the best weighing method for sample preparation by fusion in terms of comparable precisions in the XRF results.

Performance of the suspension method in large cross-section shallow-buried tunnels

Large cross-section tunnel construction induces ground surface settlements, potentially endangering both subterranean projects and nearby above-ground structures. A novel tunnel construction method, known as the suspension method,is introduced in this paper to mitigate surface settlement. The suspension method employs vertical tie rods to establish a structural connection between the initial tunnel support system and the surface steel beam, thereby exerting effective control settlements. To analyze the performance of the proposed method, systematic numerical simulations were conducted based on the practical engineering of Harbin Subway Line 3. The surface settlement and vault settlement characteristics during construction are investigated. The results show a gradual increment in both surface and vault settlement throughout the construction process, culminating in a stabilized state upon the completion of construction.In addition, compared to the double-side drift method and the Cross Diaphragm Method(CRD) method, the suspension method can obviously reduce the surface settlement and vault settlement. Moreover, the surface settlements and the axial force of tie rods were continuously monitored during the construction process at the trial tunnel block.These specific monitoring measurements are illustrated in comparison to numerical analysis results. The monitored results show great agreement with the numerical predictions, confirming the success of the project. This research can serve as a valuable practical reference for similar projects, offering insights and guidance for addressing ground surface settlements and enhancing construction safety in the domain of large cross-section tunneling.

基于均匀化理论与上限分析的膨胀土滑坡稳定性分析

在膨胀土和滑坡共同作用下,隧道洞口段施工更容易引发地表开裂甚至滑坡等工程灾害,在隧道内采用微型桩群防治滑坡比抗滑桩具有优势。本文基于均匀化理论与上限分析对某高速公路隧道洞口段膨胀土滑坡的稳定性进行计算,并评价微型桩群和削方卸载不同组合方式的处置效果,计算时将微型桩群及桩周土通过均匀化理论等效为符合摩尔库仑强度准则的等效加固体来,以此提高计算效率,最后通过对现场削方+微型桩群加固处置后的滑坡变形监测来验证计算的合理性,得出如下结论:相较于土的强度参数,等效加固体内摩擦角保持不变,黏聚力从26kPa提高到85.36kPa。处置前后的滑坡稳定性评价结果表明,不做处理时,滑坡滑动面从滑坡上方岩土交界面延续到隧道洞口前;仅采用微型桩群加固时,滑坡安全系数在1.17左右,滑动面从岩土交界面延续到隧道洞口后;同时采用微型桩群加固和削方卸载时,滑坡安全系数提高到1.26~1.28,滑动面上缘由土石交界面前移。现场变形监测表明地表变形与深层土体变形均不超过3mm,该措施能保障滑坡的稳定性,同时也验证了计算方法的合理性,可为同类工程提供参考。

湖泊水环境监测助力混合式“金课”建设--以水质分析与监测课程为例

水质分析与监测课程主要讲述水质化学分析方法、仪器分析方法、水环境监测方案等多个内容。天印湖位于校园内,通过完成天印湖水环境监测任务,达到学以致用的目的,强化本课程所学理论知识的应用价值。论文分别从课程特点、总体目标、混合式教学模式、资源建设等方面,开展混合式“金课”建设路径的探索与相关思考。通过监测数据得出,部分样品氮磷含量超标,建议针对种植荷花的部位定期清淤、打捞腐烂死去的植物,尤其是在季节交替时及时清理维护;对富营养化较严重的北三湖,短期治理首先打捞漂浮的绿藻,后期可以增大水的活动量,注入新鲜的水,深层曝气、清淤等。

阶段矿房法二步骤采场地压控制研究

在阶段矿房二步骤开采时,为了减小上盘岩移量,常采纳采场中部切槽并向上盘、下盘两侧回采,从而缩短采场暴露时间,以便减小上盘岩移量。当地压达到流变发生的条件后,缩短采场暴露时间并不能有效控制上盘巷道发生岩移破坏。为此,利用三维连续体快速拉格朗日分析数值模拟采场上盘地压,并根据流变理论分析,采纳低松弛预应力大直径钢绞线锚索支护上盘顶板以便减小上盘地压,从而克服发生流变变形的应力条件。结果表明:在上盘岩体上施加支护抗力可减小或消除高地压导致的流变变形;采纳7排7.0 m长的锚索、每排6根支护上盘顶板后大幅度减小了上盘岩移量,但采场第2分层上排锚索及一步骤采场第3分层局部锚索的锚固力超过设计值;采纳8排7.0 m长的锚索、一步骤采场每排7根、二步骤采场每排6根支护上盘顶板后,即使回采底柱,锚索锚固力也不会达到设计值。监测表明,大直径钢绞线锚索支护后上盘岩移量减小到一般不超过6 mm。

“双一流”学科建设成效评价方法:从学科监测到学科分析

“双一流”学科建设将学科监测作为其建设成效的主要评价方法,具备常态化、数据密集型等特点和优势。为进一步明确院系作为建设单位的主体责任和自主性,需要加强监测与评估的一体化,突出评价方法的问题导向和需求导向。“双一流”学科建设成效评价方法从学科监测到学科分析的优化路径是:在教育部层面改革顶层设计,在高校层面下沉资源配置,在院系层面强化组织能力。

淬火态30CrNi2MoVA高强度钢高速铣削参数优化研究

运用三因素三水平的正交试验方案对淬火态30CrNi2MoVA高强度钢进行高速精密铣削实验,获得了铣削参数对于铣削力的影响规律以及高速切削机理;根据各铣削力实验结果建立指数型回归模型,并对其进行显著性分析;对铣削合力线性模型进行方差分析得到铣削参数对于铣削合力变化的显著性分析结果,显著性大小依次为轴向切削深度、每齿进给量、切削速度;应用田口法与极差分析法相结合,以铣削合力进行单目标的参数优化,获得了大致相同的最优铣削参数组合;通过计算证明了田口预测方法预测值与实验值的一致性。

基于不确定性分析的供水管网压力监测点优化布置

针对现有供水管网压力监测点布置中产生的异参同效问题,基于正态分布利用蒙特卡罗随机抽样法分析管网节点需水量的不确定性,引入节点压力波动系数,讨论节点需水量的随机性对供水管网全局的影响,结合节点水压灵敏度,解决供水管网压力监测点布置中存在的异参同效问题。以华东某城区供水管网为例,结合水压相关性与水压灵敏性构建模型,采用蝙蝠算法求解,获得测压点布置方案。以稳态水力模型的节点需水量初始值为基准进行20 000次随机抽样,应用抽样值进行模拟,计算节点压力波动系数与节点灵敏度,确定最优方案,解决异参同效问题,为供水管网压力监测点布置方案的选取提供了新思路。

基于CEEMDAN-改进小波阈值的大坝变形数据处理方法

针对现有方法对大坝变形监测数据去噪精度低、易将部分高频有用信息误判为噪声的问题,提出了一种自适应噪声完备集合经验模态分解(CEEMDAN)和改进小波阈值联合去噪的方法。该方法利用CEEMDAN对原始数据进行分解,通过t检验对分解获得的多个本征模态函数(IMF)分量进行特征分析,筛选出含噪分量并利用Pearson相关系数和方差贡献率进行校验,最后采用改进的小波阈值对筛选出的含噪分量进行精细化去噪,并重构去噪后的模态函数分量,得到去噪后的数据。仿真试验和工程实例验证结果表明,该方法在多种不同指标上均优于对比的3种方法,同时能够更有效地保留数据的高频有用信息,提高准确度和平滑性,可用于大坝中的非线性变形数据去噪处理。

玉米精密播种机漏播监测器研制与试验

为有效监测玉米播种质量,减少漏播、断行的发生,设计了一套基于光电法原理的玉米漏播监测器。采用3mm红外发光管和硅PIN光电二极管作为感测元件,利用光伏效应原理设计了传感器,以检测种子是否通过。以STM32F103单片机为核心,设计了主控制器。主控制器通过中断方式接收传感器的信号,种子通过时即触动内部相应定时器工作或复位,定时计数超过3 s时产生报警信号并在屏幕上显示。田间试验表明,在播种机正常排种频率范围内,计数准确率>97%、漏播监测率达到95%,光照强度、机具振动对漏播监测器工作无影响。

公路隧道施工水平位移及收敛量测精度确定方法与衡量方法探讨

隧道施工监控量测是隧道工程专业与测绘工程专业的交叉领域,在精度要求方面,隧道专业和测绘专业的规范标准中都有相关的条文说明,但不同规范标准之间存在侧重和差异,这给使用者在参考时造成一定的困扰。为了明确公路隧道施工监控量测水平位移监测精度要求,通过分析现行的国家标准、行业标准中的相关规定,结合多本现行规范中关于精度要求的说明,给出一种以确定允许变形量→确定衡量标准(中误差)→确定最大允许误差(中误差限差)为思路的精度确定方法,和计算实测数据中误差→对比计算中误差与中误差限差→判断数据可信度的精度衡量方法,并通过实测数据论证其合理性。结果表明,文中提出的精度确定方法、精度衡量方法及仪器选用能满足公路隧道水平位移监测或收敛监测的工作需求。

基于原型监测的悬链线式系泊系统可靠性评估方法

系泊系统是浮式平台装备的关键结构,对保障平台的安全生产具有重要作用,及时了解和评估系泊系统的安全状态和风险等级具有重要意义。针对在平台现场作业环境下对系泊链实时在位检测的困难,本文提出一种基于现场监测信息的悬链线式系泊系统可靠性评估方法,相较于传统的蒙特卡洛模拟,本文方法可以大大提高计算效率,以满足可靠性实时评估的要求。首先,基于悬链线方程引入海流载荷的影响,开展系泊链受力行为的仿真分析;进而,提出基于改进蒙特卡洛(EMC,Enhanced Monte Carlo)方法的系泊强度可靠性与疲劳可靠性评估方法;最后,基于南海某半潜式平台的实测数据,对平台的系泊链可靠性进行评估,同时考虑腐蚀的影响。结果表明,本文所提出的系泊可靠性实时评估方法可以为悬链线式系泊系统的在位安全评估与维护提供指导。

基于全局敏感性的超网络杀伤网精度映射方法

为解决作战体系的任务成功率研究面临的装备体系融合困难、任务间及其他不确定因素影响作用的问题,提出一种作战体系精度映射方法。通过结合超网络的概念构建作战体系基础模型,映射得到杀伤网模型,引入影响网络的方法,考虑装备特性及其他因素,实现杀伤网到精度网的转换,完成任务成功率的修正,利用全局敏感性分析的方法,开展节点重要度研究。面向打击高价值目标的作战场景,搭建作战体系精度网模型,修正作战任务成功率,实现重要节点筛选。仿真结果表明该方法在作战体系任务成功率研究中具有一定的应用价值。