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基于增强型DGPS高精度星间相对定位的样条方法 总被引:1,自引:0,他引:1
用传统的差分GPS(DGPS)方法确定分布式SAR的星间相对位置,可能存在:(1)卫星的高速运动可能导致GPS接收信号的信噪比过低,进而造成可用信号数目无法达到正常解算的要求;(2)传统状态估计方法的精度不能满足要求。为解决上述问题,提出了一种基于增强型DGPS的相对定位样条方法,即在GPS测量的基础上,增加星间伪距测量,并结合待估参数的连续特性,建立了相对定位的样条模型,最后利用最小二乘进行参数估计。仿真结果表明:该方法的相对定位精度比相对传统方法大约提高了3倍。最后的理论分析验证了仿真的正确性。 相似文献
244.
加强实验室大型精密仪器的管理及技术开发 总被引:1,自引:0,他引:1
吕洪军 《华北航天工业学院学报》2006,16(2):18-19
随着我国高等教育事业的迅速发展,全国各高校都不同程度地扩大招生规模,高校斥巨资购入各种大型精密仪器已司空见惯。然而如何对这些精密仪器进行科学管理、正确使用和维护,如何做好精密仪器的后继开发利用,成为各高校发展中的重要问题。 相似文献
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整周模糊度动态快速求解 总被引:6,自引:0,他引:6
初始整周模糊度的求解是利用GPS载波相位进行测量时的关键问题,本文提出了一种初始整周模糊度在航快速解算方法,该方法由低阶Kalman滤波器和基线约束条件来实现,利用Kalman滤波器动态递推的特性可以实现模糊度的动态解算,由基线约束条件可以有效地剔除不合理模糊度组合,文中对所提出的算法进行了理论推导,并进行了计算机仿真和实测数据分析,仿真和实验结果表明,该算法计算量小,快速准确,适合整周模糊度的快速动态求解。 相似文献
247.
全面介绍了BIRMM从1986~1992年间从事利用时间GPS进行时间传递与频率比对技术研究方面的情况,包括所建立的CPS定时校频系统、单站定时、SA对定时精度的影响、GPS定时信号噪声模型、卡尔曼滤波、电离层时延估算、GPS共视试验、CPS校频、接收系统差测量等。 相似文献
248.
Bao Shu Hui Liu Li Wang Guanwen Huang Qin Zhang Zhixin Yang 《Advances in Space Research (includes Cospar's Information Bulletin, Space Research Today)》2021,67(5):1623-1637
Obtaining reliable GNSS uncalibrated phase delay (UPD) or integer clock products is the key to achieving ambiguity-fixed solutions for real-time (RT) precise point positioning (PPP) users. However, due to the influence of RT orbit errors, the quality of UPD/integer clock products estimated with a globally distributed GNSS network is difficult to ensure, thereby affecting the ambiguity resolution (AR) performance of RT-PPP. In this contribution, by fully utilising the consistency of orbital errors in regional GNSS network coverage areas, a method is proposed for estimating regional integer clock products to compensate for RT orbit errors. Based on Centre National d’Études Spatiales (CNES) RT precise products, the regional GPS/BDS integer clock was estimated with a CORS network in the west of China. Results showed that the difference between the estimated regional and CNES global integer clock/bias products was generally less than 5 cm for GPS, whereas clock differences of greater than 10 cm were observed for BDS due to the large RT orbit error. Compared with PPP using global integer clock/bias products, the AR performance of PPP using the regional integer clock was obviously improved for four rover stations. For single GPS, the horizontal and vertical accuracies of ambiguity-fixed PPP solutions were improved by 56.2% and 45.3% on average, respectively, whereas improvements of 67.5% and 50.5% in the horizontal and vertical directions, respectively, were observed for the combined GPS/BDS situation. Based on a regional integer clock, the RMS error of a kinematic ambiguity-fixed PPP solution in the horizontal direction could reach 0.5 cm. In terms of initialisation time, the average time to first fix (TTFF) in combined GPS/BDS PPP was shortened from 18.2 min to 12.7 min. In view of the high AR performance realised with the use of regional integer clocks, this method can be applied to scenarios that require high positioning accuracy, such as deformation monitoring. 相似文献
249.
Kewei Xi Xiaoya Wang 《Advances in Space Research (includes Cospar's Information Bulletin, Space Research Today)》2021,67(12):4054-4065
The ionospheric error affects the accuracy of the Global Navigation Satellite Systems observation and precise orbit determination. Usually, only the first order ionospheric error is considered, which can be eliminated by the ionospheric-free linear combination observation. But the remaining higher order ionospheric error will affect the accuracy of observations and their applications. In this paper, the influence of the higher order ionospheric error have been studied by using the International Geomagnetic Reference Field 13 and the Global Ionosphere Maps model produced by the Center for Orbit Determination in Europe. Focus on ionospheric error, the experiment of paper at doy 302 in 2019, which show that the second order ionospheric error impacting BeiDou Navigation Satellite System (BDS) B1I and B3I observation is 6.3569 mm and 11.8484 mm, respectively. Whereas, the third order ionospheric error impacting BDS B1I and B3I observation is 0.1734 mm and 0.3977 mm, respectively. Due to the current measurement accuracy of BDS carrier-phase observation can reach 2 mm, the influence of high order ionospheric error on observation should be considered. For BDS precise orbit determination, the orbit overlapping results are indicated that its orbit accuracy can be improved approximately 5 mm with the higher order ionospheric error correction, which is also in agreement with the results of Satellite Laser Ranging in this work. 相似文献
250.
《Advances in Space Research (includes Cospar's Information Bulletin, Space Research Today)》2020,65(4):1225-1234
The primary system of Chinese global BeiDou satellite system (BDS-3) was completed to provide global services on December 27, 2018; this was a key milestone in the development process for BDS in terms of its provision of global services. Therefore, this study analyzed the current performance of BDS-3, including its precise positioning, velocity estimation, and time transfer (PVT). The datasets were derived from international GNSS monitoring and assessment system (iGMAS) tracking networks and the two international time laboratories in collaboration with the International Bureau of Weights and Measures (BIPM). With respect to the positioning, the focus is on the real-time kinematic (RTK) positioning and precise point positioning (PPP) modes with static and kinematic scenarios. The results show that the mean available satellite number is 4.8 for current BDS-3 system at short baseline XIA1–XIA3. The RTK accuracy for three components is generally within cm level; the 3D mean accuracy is 8.9 mm for BDS-3 solutions. For the PPP scenarios, the convergence time is about 4 h for TP01 and BRCH stations in two scenarios. After the convergence, the horizontal positioning accuracy is better than cm level and the vertical accuracy nearly reaches the 1 dm level. With respect to kinematic scenarios, the accuracy stays at the cm level for horizontal components and dm level for the vertical component at two stations. In terms of velocity estimation, the horizontal accuracy stays at a sub-mm level, and the vertical accuracy is better than 2 mm/s in the BDS-3 scenario, even in the Arctic. In terms of time and frequency transfer, the noise level of BDS-3 time links can reach 0.096 ns for long-distances link NT01–TP02 and 0.016 ns for short-distance links TP01–TP02. Frequency stability reaches 5E–14 accuracy when the averaging time is within 10,000 s for NT01–TP02 and 1E–15 for TP01–TP02. 相似文献