RFID系统安全分析

无线射频识别（RFID）技术与条形码技术等识别技术相比,具有防水防磁、读取距离远、存储数据多、数据可加密等优点,目前已做广泛应用于交通、物流、医疗、食品安全等领域。但作为物联网重要的感知设备因其缺乏有效的安全机制影响到物联网的应用与推广。本文从物理安全、通信安全和信息安全三个角度分析RFID系统安全问题及其解决方法。     

VMPlanner: Optimizing virtual machine placement and traffic flow routing to reduce network power costs in cloud data centers

In recent years, the power costs of cloud data centers have become a practical concern and have attracted significant attention from both industry and academia. Most of the early works on data center energy efficiency have focused on the biggest power consumers (i.e., computer servers and cooling systems), yet without taking the networking part into consideration. However, recent studies have revealed that the network elements consume 10–20% of the total power in the data center, which poses a great challenge to effectively reducing network power cost without adversely affecting overall network performance. Based on the analysis on topology characteristics and traffic patterns of data centers, this paper presents a novel approach, called VMPlanner, for network power reduction in the virtualization-based data centers. The basic idea of VMPlanner is to optimize both virtual machine placement and traffic flow routing so as to turn off as many unneeded network elements as possible for power saving. We formulate the optimization problem, analyze its hardness, and solve it by designing VMPlanner as a stepwise optimization approach with three approximation algorithms. VMPlanner is implemented and evaluated in a simulated environment with traffic traces collected from a data center test-bed, and the experiment results illustrate the efficacy and efficiency of this approach.     

A combined UASB-MBR with shortcut nitrification-denitrification for energy reduction in wastewater reclamation

Shortcut nitrification has been successfully applied in a laboratory scale nitrification-denitrification process consisting of an up-flow anaerobic sludge blanket (UASB) and an aerobic membrane bioreactor (MBR) in treating synthetic and municipal wastewater to simultaneously remove organic carbon and nitrogen. For the treatment of synthetic wastewater, the combined system exhibited a high TOC removal of 98% with a steady ammonia removal efficiency of about 98% in the MBR and a total nitrogen (TN) removal efficiency of 90%. In treating municipal wastewater, due to its low COD concentration, removal efficiencies of TOC, ammonia and TN were 70%, 98% and 60%, respectively. The biogas production was around 76.4 L/m3 wastewater when treating synthetic wastewater. However, little biogas was produced when treating municipal wastewater which was the result of low organic carbon loading to the UASB. Energy analysis has demonstrated that this novel shortcut nitrification process could consume less energy than a conventional process and have the potential of bio-energy generation via biogas production thus helping to achieve a more favorable energy balance.     

压力隧洞设计与结构计算研究进展

针对目前压力隧洞设计现实和设计规范均不是很完善、结构计算缺乏可靠方法以及对内外水荷载作用下围岩衬砌联合承载机理研究还不深入的现状,对压力隧洞设计准则、结构计算以及内外水荷载作用下围岩衬砌联合承载机理这三个方面的国内外研究进展进行了综述,并指出存在的不足.基于研究现状的总结分析,提出了需要进一步深入研究的课题.研究成果可为压力隧洞的设计和结构计算提供参考.     

中国水利投资的发展路径分析

通过数据分析,总结出改革开放以来我国水利投资的基本变化趋势：从长期来看,我国水利投资处于不断上升的趋势．并且投资增速呈现不稳定波动的态势。1998年以来水利投资总量虽大幅度提高,但水利投资仍存在投资总量与实际需求差距过大、增长速度缓慢、区域差异较大等问题。针对以上问题,从公共财政保障机制缺失、财政支持政策缺乏、中央地方事权和财权不匹配等三方面,着重分析我国水利投资变化的原因,从建立公共财政投资稳定增长的投入机制、保障地方投入机制、利用市场融资等方面,提出未来我国水利投资的发展路径。     

青海湖生态环境演变与稳定性

根据长系列水文模型模拟结果,对青海湖的环境演变进行了分析,利用一阶周期性自回归模型对青海湖水位变化趋势及其对湖泊生态的影响进行了预测。结果表明:青海湖多年平均亏缺水量为3.31亿m3,近10 a来增温幅度较大时期的亏缺水量为5.19亿m3;保持青海湖生态稳定的关键物种为青海湖裸鲤,盐度是决定青海湖裸鲤繁殖和生长的关键环境要素,其阈值为16.8‰;考虑气候变化的影响时,青海湖水位在未来30 a会继续下降,水位阈值为3 190.25 m,2030年水位最低,为3 191.35 m,此后水位开始小幅度回升并逐渐趋稳;不考虑气候变化的影响时,预计未来30 a内青海湖水位仍会持续下降,之后下降趋势开始变缓并趋于稳定,2100年左右稳定在3 192.25 m;两种预测结果都没有下降到青海湖生态稳定的水位阈值,因此未来青海湖生态系统的稳定性不受影响。     

围油栏形状优化的数值模拟

文中对传统围油栏进行形状优化,应用流体体积分数法(VOF),数值模拟优化后的围油栏对两种不同粘度油类拦油效果;通过分析、比较拦油失效速度、失效时间以及围油栏失效前的栏前受压,说明围油栏形状优化的可行性,以提高围油栏的拦油性能。     

某河床式水电站泄洪闸消能防冲设计

以某河床式水电站泄洪闸消能防冲设计为研究对象,结合水电站枢纽布置中建筑物运行工况,针对泄洪闸消能防冲的影响,详细介绍了泄洪闸的消能防冲设计计算,并结合水工模型试验成果对设计进行了验证。     

码头工程对山区河道水位影响的水槽试验研究

为了探索在山区河道中修建码头对工程所处河段水位的影响,采用理论分析与物理模型试验相结合的方法,对工程所处河段最大水位壅高值与壅水范围进行了分析研究.通过对物理模型试验得到的37组次不同条件下的试验数据进行分析,得出了计算码头工程相对最大水位壅高值的关系式,验证了工程上游壅水范围理论计算公式的可行性.研究成果可为山区河道...     

饮用水深度处理工艺活性炭运行生命周期探讨

通过试验和对生产性活性炭池运行情况的调查分析,对臭氧-活性炭饮用水深度处理工艺中活性炭去除有机物的规律、活性炭使用寿命(生命周期)的影响因素及评判指标进行了探讨,并对机理进行了分析.活性炭吸附期和使用寿命与进水水质、臭氧投加量、炭池滤速及出水要求等因素有关,臭氧氧化主要是通过提高进水可降解有机碳与总有机碳的比值,起到延长生物活性炭运行寿命的作用,活性炭的吸附参数不能作为活性炭生命周期的唯一判定指标,出水水质限值是控制活性炭生命周期时间点的最重要参数.