一种神经网络实现GPS导航定位算法

目的 研究ＧＰＳ接收机状态解算的估计方法。方法 利用Ｈｏｐｆｉｅｌｄ神经网络对ＧＰＳ接收机数据进行处理,结果 以统计自述平均误差和均方根误差作为衡量性能的指标,神经网络方法与迭代量小均方误差算法相比较定位误差减小,结论利用神经网络实现ＧＰＳ接收机状态解算是可行的,且与迭代最小均方误差算法比较,可提高定位精度。     

GPS技术在水利工程中的应用

使用GPS技术进行测量工作,速度快精度高,具有传统测量方法无法比拟的优点,该项技术在安徽省长江防汛、河道治理、水资源合理开发利用过程中发挥着重要作用。     

中国境内IGS站数据处理及地壳运动研究

利用中国境内国际GPS大地测量和地球动力学服务(IGS)站的GPS单天数据,使用GAMIT软件对其进行基线解算.以单天解的基线结果作为输入量,利用所介绍的台站漂移数学模型,求解台站漂移速度,得到地壳运动信息;再根据板块运动欧拉定理,求解中国大陆整体的欧拉矢量.结果表明,在ITRF2000框架下,求解的台站漂移速度与IGS公布的结果相近,由此求解的中国大陆整体的欧拉矢量与采用IGS公布数据计算的结果相近.     

Numerical simulation of topography effects on the "00.7" severe rainfall in Beijing

In an effort to study the severe rainfall event of 4-5th July 2000 in Beijing (with 24h accumulated precipitation of 240 mm), we perform numerical simulations to investigate this event using the MM5v3.6 model. The model is initialized with the MM5/WRF 3DVAR analysis, which incorporates the ground-based GPS precipitable water vapor, automatic and conventional meteorological observations in its assimilation step. For 24 h accumulated precipitation forecast, the threat scores are 0.72, 0.76, 0.67 and 0.63, for thresholds of 1, 5, 10, and 20 mm, respectively. Holding other factors unchanged, sensitivity experiments were conducted with different topographic resolutions of 110, 50 and 3.7 km to investigate the topographic effects on precipitation over the Beijing area. In these sensitivity experiments, we attempt to preserve the realistic orographic distribution in the model topography under the condition of keeping the dynamic-thermodynamic consistency of the initial model atmosphere to the extent possible. Results indicate that the unique topographic distribution and variations in the Beijing area play an important role in determining the location, distribution and intensity of heavy precipitation.     

GPRS技术在车辆监控系统中的应用

结合GPRS网络特点,提出了用GPRS作为新一代GPS车辆监控通讯平台的观点.介绍了基于GPRS技术的车辆监控系统的组成、功能和实现的关键技术.该系统具有资源利用率高,数据传输速率快,收费合理等优点,在实际应用中取得了较好的效果.     

飞行器归算误差分析及解决方案设计

某空中拖靶为被试系统精度试验提供目标,拖靶位置测量系统的观测点与被试系统对拖靶的观测点安装在不同位置.由于该靶没有姿态测量系统,两观测点间的归算误差严重影响对被试系统的精度鉴定.首先导出了归算误差的计算方法,并对归算误差进行分析,然后根据该飞行器特点,提出归算误差解决方案.计算表明,该方案不增加靶上设备,易于实现,大大降低了归算误差,可满足被试系统精度鉴定要求.     

GPS伪距差分解算改进模型的研究

差分GPS定位技术是通过基站与移动站之间的空间相关性，来消除公共误差部分，以提高定位精度。伪距差分是目前用途最广的一种定位技术，文章详细列出了GPS伪距差分解算模型的数据处理算法，对于伪距差分中的有关问题提出了改进模型，该模型降低了对基准站接收机时钟的要求。由于基准站的精确坐标已经知道，在计算卫星坐标时，要计算接收机钟差，因此基准站的接收机钟差可以精确获得。     

优化GPS测量软件系统的研制及其在岩土工程监测中的应用

为了提高GPS在岩土工程中的应用水平,研制了集GPS电子测量规范、适合多类型GPS接收机外业记录的电子手簿、岩土工程监测任务模拟软件和结果分析软件及岩土工程GPS监测网的优化设计于一体的面向岩土工程监测的GPS测量软件系统,并讨论了GPS网的基线重复性检核、同步环检核、异步环检核、坐标转换、网平差、GPS监测网的优化设计和形变量的显著性检验等关键问题.最后,通过对辽宁省抚顺地区的某矿区进行边坡变形监测的研究,验证了该软件系统不仅具有良好的实用性和可靠性,而且可以达到毫米级的监测精度,完全能够满足岩土工程监测的要求.图4,表3,参12.     

Combined adjustment project of national astronomical geodetic networks and 2000'' national GPS control network

The combined adjustment project of the nationwide astronomical geodetic networks and 2000' national GPS control network involve 48519 terrestrial observational stations and 2666 GPS observational stations. In the terrestrial network, 25107 stations are height fixed and 23412 stations are in three dimensions. 440793 terrestrial observations and 183668 unknowns are involved in the adjustment. The three-dimensional observational models for the adjustment have been established. The crustal deformation influences and corrections are researched. Fast methods of solving partitioned adjustment for super large-scale geodetic network have been studied. The standard deviations of three-dimensional coordinates for all stations are evaluated. As a result of the combined adjustment, a unified national geodetic network with nearly 50000 stations is established, the high accurate three-dimensional geocentric coordinates are obtained. The standard deviation for geoid is averagely 0.2 m, for vertical deflection is about 1.5″, for the horizontal position is about 0.12 m, for the geodetic height is about 0.14 m, and for the three-dimensional position is averagely 0.3 m.     

GPS车载导航定位服务系统的实现

阐述了GPS导航定位服务系统的基本组成模块、工作原理。对导航服务中存在的问题提出了解决的途径，并介绍了伪距差分技术和地图匹配方法。