基于树拓扑结构的多联邦系统

多联邦系统的逻辑结构对系统的开发、运行、以及可扩展性有着重要的影响.提出了基于树形拓扑结构的多联邦系统,在此系统中联邦之间通过代理(proxy)相互连接,每个联邦只与上级和下级联邦存在直接的逻辑连接关系,避免了数据传输多通道问题和传输回路等问题.针对实时树拓扑结构分级多联邦系统,提出了利用运行时间框架(RTI,Run-Time Infrastructure)的时间管理机制对系统的时间推进进行同步的策略,通过合理设置时间主控联邦成员和受控联邦成员,源自根联邦的同步信号能够通过树拓扑结构传递到最底层的叶联邦,从而保证了整个系统在时间推进上的同步.最后分析了系统中同步信号的时间延迟,给出了计算时间延迟的公式.该公式显示,系统分级越多,同步信号的时间延迟越大.      

基于SLA的网格监控体系GSLMA及其实验床

从体系结构的角度出发,将现有网格监控工具分为3类,对每一类网格监控结构进行了分析 和对比,并提出了一种基于服务级别协定SLA(Service Level Agreement)的网格服务监控体系结构GSLMA(Grid Service Level Monitoring Architecture).GSLMA采用基 于面向服务的体系结构SOA(Service Oriented Architecture)的松散耦合结构,通过动态部 署解决了对新增服务的监控扩展,并提供第三方的监控功能,是一个具有高灵活性和高可伸 缩性的网格监控体系结构.最后,介绍了实现GSLMA实验床中的关键技术,包括:对开放网格 服务体系结构OGSA(Open Grid Service Architecture)容器进行扩展,采用Web服务级别协定WSLA(Web Service Level Agreement)解决被监控服务信息的统一描述等等.      

应用级信息安全解决方案的研究与设计

计算机网络的发展向信息安全提出了新的挑战,在电子商务给人们带来巨大便利的同时,也产生了很多的安全隐患。信息安全是一个不容忽视的问题,而且也越来越得到人们的重视。本文结合开发远程教材管理信息系统的实例,对应用级信息安全需求进行研究分析,根据应用系统的实际业务流程,构建其信息安全解决方案并加以实现。信息安全方案的实施保障了系统的安全性、远程数据传输的完整性和保密性。     

月球探测器转移轨道的中途修正

月球探测器的中途制导指的是在其转移轨道中途对轨道进行修正，使其按预定轨道飞行。本文研究的中途修正问题是确定所需的速度修正脉冲，使探测器不断接近标称轨道，并以预定状态到达月球，完成预定的飞行任务。本文首先建立中途修正的模型，其中月球和太阳的位置由DE405得到。然后，采用精确的数值积分方法找出满足预定条件(近地点高度、近月点高度及转移时间)的转移轨道。以该轨道作为标称轨道，分析中途修正所需要的速度修正脉冲与发射入轨时的初始误差(近地点速度误差、入轨高度误差、发射窗口误差等)和修正时刻的关系。最后分析两次中途修正的速度修正脉冲和修正时刻的关系，并得出适合的中途修正时刻。     

卫星热试验平台水平调节控制系统设计

该系统属于卫星地面真空热试验辅助系统,用于实时补偿卫星热试验过程中因温差过大而引起的星体安装支架变形所导致的水平度超差,以避免热管工作失效.本系统以Siemens S7-300PLC和Intellution iFIX3.0组态软件为核心构建.PLC作为下位机,完成水平度参数的处理和水平调节的控制;iFIX软件系统在上位机中实现系统的组态、系统信息的采集处理和人机交互.系统还解决了试验中关键仪器设备的保温和热交换的抑制问题.通过在卫星热试验中的应用,表明该系统能够很好地对温度变化引起的卫星热管水平度超差进行补偿,保证试验成功进行.     

New improved orbit solutions for the ERS-1 and ERS-2 satellites

Improved orbit solutions of the European Remote Sensing Satellites ERS-1 and ERS-2 have been computed in the ITRF2005 terrestrial reference frame using the recent models based mainly on IERS Conventions 2003. These solutions cover the periods 3 August 1991 to 8 July 1996 for ERS-1, and 3 May 1995 to 4 July 2003 for ERS-2. For each satellite, the final orbit solution is based on a combination of three separate orbit solutions independently computed at the Delft Institute of Earth Observation and Space Systems (DEOS) of the Delft University of Technology (The Netherlands), the Navigation Support Office of the European Space Operations Centre (ESOC, Germany) and the Helmholtz Centre Potsdam GFZ German Research Centre for Geosciences (Germany) using three different software packages for precise orbit determination, but using the same models in the same terrestrial reference frame within the European Space Agency (ESA) project ‘Reprocessing of Altimeter Products for ERS (REAPER)’. Validation using radar altimeter data indicates that the new combined orbits of ERS-1 and ERS-2 computed by us are significantly more accurate, approaching the 2–3 cm level in radial direction, than previously available orbit solutions.     

Identification of high energy solar particle signals on the Mexico City neutron monitor database

We performed a search for ground level solar cosmic ray enhancements on the full five minute database of the Mexico City neutron monitor using wavelet filters and two different statistical tests. We present a detailed analysis of the time series of November 2, 1992, where we found a previously unreported increment matching the onset time of the impulsive phase of GLE 54, thus providing evidence of an effective detection of high energy solar cosmic rays.     

基于XDPS-400的汽包水位控制系统

结合小型热电厂给水系统设备的实际情况和动态特性,以控制理论与计算机技术为基础,利用新华控制公司XDPS-400为控制核心,采用模糊控制策略设计水位控制系统,使机组能够安全经济运行.     

The challenges in long-term altimetry calibration for addressing the problem of global sea level change

Long-term change of the global sea level resulting from climate change has become an issue of great societal interest. The advent of the technology of satellite altimetry has modernized the study of sea level on both global and regional scales. In combination with in situ observations of the ocean density and space observations of Earth’s gravity variations, satellite altimetry has become an essential component of a global observing system for monitoring and understanding sea level change. The challenge of making sea level measurements with sufficient accuracy to discern long-term trends and allow the patterns of natural variability to be distinguished from those linked to anthropogenic forcing rests largely on the long-term efforts of altimeter calibration and validation. The issues of long-term calibration for the various components of the altimeter measurement system are reviewed in the paper. The topics include radar altimetry, the effects of tropospheric water vapor, orbit determination, gravity field, tide gauges, and the terrestrial reference frame. The necessity for maintaining a complete calibration effort and the challenges of sustaining it into the future are discussed.     

Coastal sea level measurements using a single geodetic GPS receiver

This paper presents a method to derive local sea level variations using data from a single geodetic-quality Global Navigation Satellite System (GNSS) receiver using GPS (Global Positioning System) signals. This method is based on multipath theory for specular reflections and the use of Signal-to-Noise Ratio (SNR) data. The technique could be valuable for altimeter calibration and validation. Data from two test sites, a dedicated GPS tide gauge at the Onsala Space Observatory (OSO) in Sweden and the Friday Harbor GPS site of the EarthScope Plate Boundary Observatory (PBO) in USA, are analyzed. The sea level results are compared to independently observed sea level data from nearby and in situ tide gauges. For OSO, the Root-Mean-Square (RMS) agreement is better than 5 cm, while it is in the order of 10 cm for Friday Harbor. The correlation coefficients are better than 0.97 for both sites. For OSO, the SNR-based results are also compared with results from a geodetic analysis of GPS data of a two receivers/antennae tide gauge installation. The SNR-based analysis results in a slightly worse RMS agreement with respect to the independent tide gauge data than the geodetic analysis (4.8 cm and 4.0 cm, respectively). However, it provides results even for rough sea surface conditions when the two receivers/antennae installation no longer records the necessary data for a geodetic analysis.