共查询到20条相似文献，搜索用时 593 毫秒
1.
从解决GPS接收机受干扰的实际需求出发,阐述了基于LMS算法的自适应滤波器基本原理和不同的噪声产生方式,并对GPS接收机仿真信号与噪声进行叠加。最后用基于LMS算法的自适应滤波器对仿真信号进行消噪处理,得到良好的消噪效果,证明了基于LMS算法的自适应滤波器能够应用于GPS接收机滤波系统。 相似文献
2.
针对导航实验室内部子午线基准的测量,提出利用电子经纬仪和授时GPS组合使用,构成一套自主式测量系统。在北极星任意时角法的基础上,重点对测量系统的组成和工作原理进行介绍,并对测量精度进行了分析。实验结果证明,测量精度为1.9″,满足使用要求。 相似文献
3.
4.
为了验证多频GNSS跟踪站接收机观测数据的质量和相关性,为GNSS跟踪站接收机后续研制做出贡献。基于多品牌多频GNSS跟踪站接收机比测试验,评估了观测数据的伪距噪声,对伪距噪声序列、伪距零基线双差序列进行自相关分析,进而对P-L序列从时域和频域角度进行滤波周期分析,验证了多频GNSS跟踪站接收机观测数据的相关性。试验结果表明：多频GNSS跟踪站接收机观测噪声满足相应标准,不同品牌跟踪站接收机的伪距观测量具有不同程度的自相关性,为削弱观测数据的伪距噪声,不同品牌跟踪站接收机对伪距数据做了不同周期的Hatch滤波处理。 相似文献
5.
6.
GPS测波技术分析与初步实验研究 总被引：1，自引：0，他引：1
测波浮标是一种方便可行的波浪测量方法,首先分析了单点GPS接收机测波浮标的测量原理,然后做了单点GPS接收机测速实验和单点GPS接收机模拟测波实验,并对这两个实验的数据进行了分析处理,最后提出了单点GPS接收机测波浮标的初步设计方案,为进一步推动这项测波技术的国产化打下了基础。 相似文献
7.
在隧道、城市峡谷、多径效应明显等恶劣环境中,GNSS定位结果易受异常值影响。GNSS异常值的存在使得观测噪声服从Gauss分布的假设不再成立,从而将严重影响GNSS/INS组合系统中Kalman滤波的性能。本文将抗差Kalman滤波用于GNSS/INS组合导航系统中异常观测的探测与抑制。根据设定的显著性水平对Kalman滤波的新息向量进行c2检验,原假设被拒绝时认为异常观测存在;然后引入尺度化因子对新息向量的协方差矩阵进行膨胀,以抑制异常观测对滤波结果的影响,并通过解析方法求解该因子。数值仿真的结果验证了算法的有效性。 相似文献
8.
实时差分GPS在海上动态定位的精度,一直是海道测量工作者关心的问题。本文首先介绍了它的工作原理,然后介绍了利用两台Ashtech M-Ⅻ型GPS接收机进行实时差分定位精度比对的情况。结果表明,这套仪器海上实时差分GPS定位精度达到了3m以内,完全能够满足海道测量的要求。文章的最后还分析了在实时差分GPS作业时应注意的问题。 相似文献
9.
10.
11.
Y. Gao 《Marine Geodesy》2013,36(4):279-288
Global positioning system (GPS) has found applications in various areas including marine geodesy. GPS positioning accuracy, however, is greatly degraded by GPS ephemeris and clock errors, particularly errors due to Selective Availability (SA). Thus, it is crucial to use precise ephemeris and clock corrections for users who require high position accuracy. Presently, precise ephemeris and clock corrections are available only in post‐mission. This paper investigates the generation of precise real‐time ephemeris and clock corrections and the positioning accuracy using them. In this research, precise real‐time ephemeris is generated from accurate dynamic orbit prediction and clock corrections are calculated using instantaneous GPS measurements. Numerical analysis using data from an actual GPS tracking network is performed that indicates use of precise ephemeris and clock corrections can improve the positioning accuracy to the one meter level. This accuracy is attainable in real‐time as the precise real‐time ephemeris and clock corrections become available in the future. 相似文献
12.
13.
The IGS Real-time Pilot Project (IGS-RTPP) provides real-time precise orbits and clocks, which support real-time positioning for single stations over large areas using the Precise Point Positioning (PPP) technique. This paper investigates the impact of real-time orbits, network configuration, and analysis strategies on real-time PPP implementation and demonstrates the real-time PPP performance. One month of data from the IGS network is analyzed in a real-time simulation mode. Results reveal the following: (1) In clock estimation, differential approaches are much more efficient than the zero-differenced approach. (2) The precision of IGS Ultra rapid (IGU) orbits could meet the IGS-RTPP requirement for precise clock estimation and PPP positioning. (3) Considering efficiency and precision, a network with 50 stations is recommended for the IGS-RTPP. It is demonstrated that the real-time satellite clock precision is 0.1 ns supporting hourly static PPP with a mean precision of 2–3 cm in the North component and 3–4 cm in the other components. Kinematic PPP assessed with onboard GPS data collected from a buoy provided mean coordinate precision of 2.2, 4.2, 6.1 cm in the North, East and Up directions, compared to the RTK solutions. 相似文献
14.
15.
16.
17.
High precision geoid models HKGEOID-2000 for Hong Kong and SZGEOID-2000 for Shenzhen, China, have been developed with a hybrid approach of so-called sequential processing, using high precision GPS/leveling data, land and sea gravity anomalies, and digital terrain models. These two local geoid models have the same 1-km resolution. The estimated accuracy (external accuracy) is better than 1.7 cm for HKGEOID-2000 and 1.4 cm for SZGEOID-2000. Some common areas are covered by HKGEOID-2000 and SZGEOID-2000. So these two geoid models, along with high quality GPS/leveling data collected on the overlapping areas, can be used to detect the systematic bias between HKGEOID-2000 and SZGEOID-2000, as well as the difference between Hong Kong Principal Datum and 1956 yellow sea height datum of China, yielding RMS errors of 1.011 m and 1,003 m, respectively. Moreover, HKGEOID-2000, along with GPS ellipsoidal heights, is employed to determine the errors of the “orthometric heights” from purely trigonometric heighting, yielding an RMS error of 0.102 m. The combination of SZGEOID-2000 and GPS ellipsoidal heights has been used to replace the traditional spirit leveling and mapping, called GPS mapping. 相似文献
18.
High precision geoid models HKGEOID-2000 for Hong Kong and SZGEOID-2000 for Shenzhen, China, have been developed with a hybrid approach of so-called sequential processing, using high precision GPS/leveling data, land and sea gravity anomalies, and digital terrain models. These two local geoid models have the same 1-km resolution. The estimated accuracy (external accuracy) is better than 1.7 cm for HKGEOID-2000 and 1.4 cm for SZGEOID-2000. Some common areas are covered by HKGEOID-2000 and SZGEOID-2000. So these two geoid models, along with high quality GPS/leveling data collected on the overlapping areas, can be used to detect the systematic bias between HKGEOID-2000 and SZGEOID-2000, as well as the difference between Hong Kong Principal Datum and 1956 yellow sea height datum of China, yielding RMS errors of 1.011 m and 1,003 m, respectively. Moreover, HKGEOID-2000, along with GPS ellipsoidal heights, is employed to determine the errors of the “orthometric heights” from purely trigonometric heighting, yielding an RMS error of 0.102 m. The combination of SZGEOID-2000 and GPS ellipsoidal heights has been used to replace the traditional spirit leveling and mapping, called GPS mapping. 相似文献
19.
基于背景噪声互相关技术的海底地震仪的时钟校正方法在西南印度洋脊的应用 总被引：1，自引：0，他引：1
Seismic monitoring using ocean bottom seismometers(OBS) is an efficient method for investigating earthquakes in mid-ocean ridge far away from land. Clock synchronization among the OBSs is difficult without direct communication because electromagnetic signals cannot propagate efficiently in water. Time correction can be estimated through global positioning system(GPS) synchronization if clock drift is linear before and after the deployment. However, some OBSs in the experiments at the southwest Indian ridge(SWIR) on the Chinese DY125-34 cruise had not been re-synchronized from GPS after recovery. So we attempted to estimate clock drift between each station pairs using time symmetry analysis(TSA) based on ambient noise cross-correlation. We tested the feasibility of the TSA method by analyzing daily noise cross-correlation functions(NCFs) that extract from the data of another OBS experiment on the Chinese DY125-40 cruise with known clock drift and the same deployment site. The results suggest that the NCFs' travel time of surface wave between any two stations are symmetrical and have an opposite growing direction with the date. The influence of different band-pass filters,different components and different normalized methods was discussed. The TSA method appeared to be optimal for the hydrophone data within the period band of 2–5 s in dozens of km-scale interstation distances. A significant clock drift of ~2 s was estimated between OBSs sets through linear regression during a 108-d deployment on the Chinese cruise DY125-34. Time correction of the OBS by the ambient noise cross-correlation was demonstrated as a practical approach with the appropriate parameters in case of no GPS re-synchronization. 相似文献