Hadoop中Reduce作业动态调度算法

Hadoop平台中的MapReduce并行分布式编程模型通过将廉价节点组合成集群提供存储和计算服务,可以降低集群成本。Hadoop可以通过配置使Reduce任务在Map任务完成固定百分比时启动,但是过早地启动Reduce任务会造成Reduce资源长期处于等待状态。提出一种Reduce动态调度的DRS算法,通过作业中Map任务数量和大小计算Reduce启动时间,并在作业运行中根据Map任务的调度情况修正启动时间,以节约Reduce资源的使用效率。实验表明,DRS算法与固定百分比参数的方法相比,shuffle阶段时间缩短了7.3%。与系统默认参数相比shuffle阶段时间缩短了43.6%。     

C2S2D：一种基于多形欺骗的秘密通信方案

提出一种基于多形欺骗的秘密通信协议,给出流特征多形变换方法,将通信流量的特征随机变换以抵御攻击者的流量识别攻击;给出基于动态碰撞的欺骗式防护方法,将通信服务的端口隐藏起来以抵御攻击者的主动探测。理论和实验分析结果表明,该方案可有效地提高通信的安全性。      

面向移动目标的卫星传感器调度技术研究

在面向移动目标的卫星传感器调度中,为了解决目标移动性及卫星固有缺陷等带来的不确定性对观测策略的干扰,提出了一种探测概率与KL(kullback leibler)散度结合的调度算法。该算法依据任务区域内目标实时分布概率实现权值的自适应调整,利用KL散度实现对不确定性的度量,并以探测概率克服信息收益忽略较大分布概率目标区域的缺陷,提高卫星对目标的发现能力。最后对比多种算法进行了仿真实验,结果表明所提算法具有更优的观测效果,验证了该算法的有效性。     

微小型涡喷发动机向心涡轮的流动仿真

为了详细研究微型向心涡轮的内部流动特性,对一台自研微型涡轮发动机的涡轮进行了气动设计和全三维粘性数值模拟仿真,验证了叶片型线设计方案的可行性,得到模拟计算结果（落压比为1.91,总压绝热效率0.73,出口气流马赫数为1.2,流量13.8g/s）。研究了微型涡轮设计工况下内部的气流状态,对微尺寸下涡轮内部的流动特性及各种流动损失产生的特点及原因进行分析总结。结果表明：导向叶流道内的流动损失主要为由气体粘性引起的叶型损失;动叶流道中流动损失主要为气体在动叶前缘产生冲击形成的滞止损失与边界层损失,动叶出口叶片尾缘处形成的尾迹涡流损失。     

基于复制的DTN网络路由算法研究

DTN是一种适用于挑战环境的新型网络,对长延迟、频中断等恶劣条件具有良好的适应性。目前,人们对于DTN网络的研究热点主要集中在传输协议、路由算法、安全防护等方面。本文针对基于复制的DTN路由算法展开研究,首先介绍了DTN的概念、结构、特点及应用,然后分析了四种典型路由算法的原理,最后利用仿真工具实现了对路由算法的仿真,并对不同条件下的算法性能进行了对比。实验结果表明,节点密度、节点缓存和数据包生存时间等网络因素对于算法的性能都有着显著影响,不同路由算法均有其特定的适用场景。     

Gateside packwall design in solid backfill mining-A case study

Based upon characteristic movement features of the overlying strata in solid backfill mining and in-situ observations,an associated model representing a roadway support system has been developed.Based on the Winkler foundation and beam model,the current study presents a static analysis of the model,thus permitting acquisition of a theoretical formula pertaining to roof convergence.Through use of working face 6304-1(Jisan Colliery) as the research setting,the association between roof convergence magnitude and both packwall strength and width have been elucidated.Based upon observed conditions at the working face,realistic packwall parameters have been formulated,with numerical simulation results and field application results indicating that design parameters garnered from the developed formula successfully adapted to local geological movement and deformation.Accordingly,roadway deformation was shown to be within the permissible range,thus satisfying mine production requirements.The proposed method in the current study may give a design basis for pack design in the context of SBM under similar conditions.     

Water abundance of mine floor limestone by simulation experiment

The water abundance of mine floor limestone needs to be solved urgently as the average depth of coal mining in China has increased gradually. A method is presented to discuss water abundance with the numerical and physical layered geoelectrical model being established in the half-space, full-space and full-space with tunnel, respectively. The parameters of water abundance are changed in this study, which includes water quantity, water content and volume of abnormity of water-containing abnormity. Results indicate that the different work fields have different macroscopic influences on the apparent resistivity,and the water abundance parameters of water-containing abnormity have quantitative relationship with the apparent resistivity mean in abnormal regions(three-dimensional space region). The quantitative relationships are shown as following: firstly, the amount of water injection has negative linear correlation with the apparent resistivity mean; secondly, when abnormity is unsaturated, there is a negative power function relationship between water content and apparent resistivity mean; thirdly, the volume of abnormity and apparent resistivity mean behave as a decreasing power function law.     

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.     

钢曲杆在高温（火灾）下的力学特征数值分析

高温(火灾)环境下钢曲杆的受力和变形将会产生较大变化,对结构的力学特征影响较大。本文根据结构稳定理论和热力学原理,应用有限元分析方法,结合三种不同工况,分别探讨了高温(火灾)环境下不同支座形式、杆截面形式等因素对钢曲杆力学特征的影响,并对三种工况下钢曲杆力学特征进行了数值分析与对比,得出了H型钢截面无铰钢曲杆更加符合建筑安全要求的结论,研究成果可为钢曲杆抗火研究提供参考。     

Influence of depth-thickness ratio of mining on the stability of a bedding slope with its sliding surface in concave deformation

In order to study the influence of depth-thickness ratio on bedding slope stability, whose sliding surface is flexural concave in shape under mining conditions, this paper aims to study the characteristics of deformation and damage of bedding sliding with depth-thickness ratios of 200:1, 150:1, 120:1, 100:1 and 50:1by adopting numerical simulation analysis software combined with laboratory-made ‘‘under the influence of mining variable sliding surface slope similar simulation test bed", and to propose identification methods for slope stability under the influence of mining. The results show that mining activities under the slope reduce slope stability. With a decrease in the mining depth ratio, the influence of mining on the slope increases gradually, and the damage to the slope gradually expands, the stability of the slope gradually reduces, fracture occurs on the slope toe and the central fissure gradually develops to the surface,and reaches slide threshold when the depth-thickness ratio is 50:1.