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1.
In the determination of the attitude parameters from a multi-antenna GPS array, one of the major assumptions is that the body frame is rigid at all times. If this assumption is not true then the derived attitude parameters will be in error. It is well known that in airborne platforms the wings often experience some displacement during flight, especially during periods of initializing maneouvres, such as taking off, landing,and banking. Often it is at these points in time that it is most critical to have the most precise attitude parameters.There are a number of techniques available for the detection of modeling errors.The CUSUM algorithm has successfully been implemented in the past to detect small persistent changes. In this paper the authors investigate different methods of generating the residuals, to be tested by the CUSUM algorithm, in an effort to determine which technique is best suited for the detection of structural deformation of an airborne platform. The methods investigated include monitoring the mean of the residuals generated from the difference between the known body frame coordinates, and those calculated from the derived attitude parameters. The generated residuals are then passed to a CUSUM algorithm to detect any small persistent changes. An alternative method involves transforming the generated residuals into the frequency domain through the use of the Fast Fourier Transform. The CUSUM algorithm is then used to detect any frequency changes. The final technique investigated involves transforming the generated residuals using the Haar wavelet. The wavelet coefficients are then monitored by the CUSUM algorithm in order to detect any significant change to the rigidity of the body frame.Detecting structural deformation, and quantifying the degree of deformation, during flight will ensure that these effects can be removed from the system, thus ensuring the most precise and reliable attitude parameter solutions. This paper, through a series ofsimulations, will assess the effectiveness of the above mentioned techniques for detecting structural deformation effects on a GPS multi-antenna array. These principles are then tested with experimental data. 相似文献
2.
Analysis and compare of location technologies supporting LBS 总被引:1,自引:0,他引:1
BAE Hae young 《重庆邮电学院学报(自然科学版)》2004,16(5):42-45
Location technology is the key part of location based service. Different technologies have different accuracy, modifying to network and cost of operating. Also these technologies have limitation to network. This paper compares existing popular location technologies and gives some suggestions about choosing of location technologies in GSM and CDMA systems. 相似文献
3.
本文介绍使用单片机代替交流电梯控制系统中传统使用的继电器控制系统,实现了对层呼信号或指令信号登记、自动定时关门(门联锁)、自动检测定向、顺向载车、停站和自动开门……等十多种功能,提高了运行的平稳可靠、灵活、平层准确以及可调速度、方便维修保养等有关性能. 相似文献
4.
5.
许俊杰 《科技情报开发与经济》2007,17(22):268-269
简要介绍了GPS高程测量的原理,结合其在水利工程中的应用实例,对GPS高程测量技术进行了探讨。 相似文献
6.
介绍了吴江市D级GPS控制网改造过程中的数据处理,尤其是新旧控制网的衔接过程,探讨了选用起算点的方法,并对苏州独立坐标的使用提出了建议。该控制网的数据处理过程对其他城市做GPS控制网改造时有一定的参考价值。 相似文献
7.
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。 相似文献
8.
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. 相似文献
9.
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. 相似文献
10.
YANG Yuanxi ZHA Ming SONG Lijie WEI Ziqing WANG Zhouping OUYANG Guichon XU Bilin WU Xiaoping WANG Junqin 《自然科学进展(英文版)》2005,15(5):435-441
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. 相似文献