共查询到19条相似文献，搜索用时 140 毫秒
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基于多测站观测数据,采用伪距相位差组合和伪距多径组合方法,分析了GPS、Galileo、BDS和QZSS 4个系统伪距测量噪声和多径误差,比较了各系统内部信号数据质量以及系统间兼容信号数据质量。结果表明:GPS系统中L2C信号伪距测量精度要优于L2信号;Galileo系统中E5信号伪距测量精度最优,其E1和E5a信号伪距测量精度分别优于GPS/QZSS L1和L5信号;QZSS信号伪距测量精度与GPS信号基本一致;BDS系统三频信号伪距多径中均存在与高度角相关的系统性偏差,最大可达1m,且其三类卫星伪距测量精度有所差异,相同高度角条件下,GEO卫星伪距测量精度最优,IGSO卫星次之,MEO卫星最差。 相似文献
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阐述了GPS/IMU系统进行位置与姿态测量的基本原理,推导了利用GPS/IMU的导航解计算遥感器瞬时外方位元素的数学模型,并利用机载三线阵影像验证了GPS/IMU辅助直接对地定位的精度潜力。三组ADS40数据直接定位的试验结果表明,GPS/IMU提供的外方位元素具有较高的定位精度,平面精度优于2.5个像元,高程优于5.1个像元,但存在系统性的测量误差,在大比例尺遥感测绘作业中引入少量控制点参与平差仍是必须的。 相似文献
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分析了导航型GPS在海上地球物理勘探应用中存在的问题，着重研究了卡尔曼滤波对号航数据中航向和航速的处理；提出两种滤波模型，对模拟的导航数据和真实航行数据进行计算，并将结果用于重力测量数据的Eotvos改正，对出现的问题进行了讨论。文章提出适当的处理方法，使导航型GPS适应海上地球物理勘探的要求，提高了导航精度和满足测量了精度。 相似文献
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用海洋GPS进行水下运动载体的三维定位 总被引：3，自引：1，他引：3
用单个装载超短基线的海洋GPS进行水下运动载体的三维定位,和三个智能型浮标进行水下运动载体的三维定位相比,定位精度相当,隐蔽性更好,造价更低,更具实用价值。本文对单个装载超短基线的海洋GPS进行水下运动载体三维定位的原理和精度进行了较为详细的讨论,并得到了一些有益的结论,以供同行参考。 相似文献
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差分导航定位是海洋工程地震勘探中不可或缺的技术手段。差分导航定位分为局域差分和广域差分,文中分别介绍了隶属于局域差分的信标差分(RBN DGPS)系统和隶属于广域差分的星基差分(SBAS)系统。根据所在测区位置和定位精度要求的不同,海洋工程地震勘探选用不同的GPS定位设备可以接收不同系统提供的差分信号。导航软件也是海洋工程地震作业中必不可少的一部分,它不仅可以记录GPS定位设备的数据,还具有测线设计、坐标投影、航行轨迹显示等诸多功能。通过对导航软件的灵活应用和信号变换,导航软件还可以为地震系统提供触发信号。最后给出了一个海洋工程地震勘探实例。 相似文献
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一种基于电子地图的GPS导航定位技术 总被引：7，自引：1，他引：7
阐述了三种微机与GPS接收机间通讯的方法，并剖析了数种常见GPS接收机数据格式，基于图层结构用面向对象方法（OO）成功地构律字适用于导航定位的电子地图，该种导航定位技术已成功地应用于面向多波束数据后处理的成图系统MBChart，并在多波束勘测中得到初步试用，已取得预期效果。 相似文献
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水下滑翔机定位与导航精度的提高对于其完成水下作业任务至关重要。水下滑翔机传统的定位方法是依托于GPS信息的航位推算，定位精度较低，不能满足按既定路径航行的导航要求。为此，本文提出了一种利用卡尔曼滤波的组合导航方法，该方法在传统航位推算技术的基础上采用卡尔曼滤波器融合惯性导航系统数据和深度计数据，得出深度的卡尔曼最佳估计值，以此代替传统航位推算技术中的深度计直接测量值，从而提高航位推算精度。基于该方法，进行了仿真分析，并通过样机水池实验验证了该方法的有效性。 相似文献
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随着北斗卫星导航系统的建成与运行,目前已形成多系统导航定位的局面。基于短基线,首先对密林地区的GPS、BDS、GLONASS的卫星可见性以及伪距观测值的质量进行了简单的评价,然后分析了密林地区GPS、BDS、GLONASS单系统、双系统及三系统组合模式下单点定位及伪距差分定位性能。结果表明:在密林地区,GNSS多系统组合能够明显提高定位精度,GPS/BDS组合定位的精度优于GPS/GLONASS、BDS/GLONASS组合,而GPS/BDS/GLONASS的定位精度最高。 相似文献
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差分GPS定位(DGPS)可显著提高GPS导航、定位的精度。但在卫星几何分布图形不良或个别方向卫星信号失锁的情况下,DGPS将失去其作用。若将发布差分改正信息的基准站看成伪GPS卫星(简称伪卫星),则可极大地改善差分定位的精度。本文结合国外的试验成果,将这一技术作一介绍,可对我国建立海上差分GPS观测模式时参考。 相似文献
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The accuracy of GPS/Acoustic positioning is crucial for monitoring seafloor crustal deformation. However, the slant range residual is currently the only indicator used to evaluate the precision of positioning seafloor transponders. This study employs a unique Seafloor Acoustic Transponder System (SATS) to evaluate the accuracy of GPS/Acoustic seafloor positioning. The SATS has three transponders and an attitude sensor in a single unit, which provides true lengths of transponder baselines and true attitude of the SATS to ensure assessment reliability and validity. The proposed approach was tested through a GPS/Acoustic experiment, in which an off-the-shelf acoustic system was used to collect range measurements. Using GPS/Acoustic geodetic observations, the positions of three transponders on the SATS were estimated by an optimization technique combined with ray-tracing calculations. The accuracy of the GPS/Acoustic seafloor positioning is assessed by comparing the true baselines and attitude with the results derived from the position estimates of the three transponders. A sensitivity analysis is conducted to investigate the robustness of the GPS/Acoustic positioning results to changes of sound speed. Experimental results demonstrate that the use of the SATS can help to assess the validity of the GPS and acoustic travel time measurements in the GPS/Acoustic seafloor positioning. 相似文献
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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
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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
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Monitoring the thickness changes of channel siltation is paramount in safeguarding navigation and guiding dredging.This paper presents a novel method for realizing the field monitoring of channel siltation in real time.The method is based on the bistatic scattering theory and concerned more with the receiving and processing of multipath signal at high-frequency and small grazing angle.By use of the multipath propagation structure of underwater acoustic channel,the method obtains the silt thickness by calculating the relative time delay of acoustic signals between the direct and the shortest bottom reflected paths.Bistatic transducer pairs are employed to transmit and receive the acoustic signals,and the GPS time synchronization technology is introduced to synchronize the transmitter and receiver.The WRELAX (Weighted Fourier transform and RELAX) algorithm is used to obtain the high resolution estimation of multipath time delay.To examine the feasibility of the presented method and the accuracy and precision of the developed system,a series of sea trials are conducted in the southwest coast area of Dalian City,north of the Yellow Sea.The experimental results are compared with that using high-resolution dual echo sounder HydroBoxTM,and the uncertainty is smaller than ±0.06 m.Compared with the existing means for measuring the silt thickness,the present method is innovative,and the system is stable,efficient and provides a better real-time performance.It especially suits monitoring the narrow channel with rapid changes of siltation. 相似文献
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Development of a System for 3D High-resolution Seismic Reflection Profiling on Lakes 总被引：2，自引：0，他引：2
A high-resolution three-dimensional (3D) seismic reflection system for small-scale targets in lacustrine settings has been
developed. Its main characteristics include navigation and shot-triggering software that fires the seismic source at regular
distance intervals (max. error of 0.25 m) with real-time control on navigation using differential GPS (Global Positioning
System). Receiver positions are accurately calculated (error<0.20 m) with the aid of GPS antennas attached to the end of each
of three 24-channel streamers. Two telescopic booms hold the streamers at a distance of 7.5 m from each other. With a receiver
spacing of 2.5 m, the bin dimension is 1.25 m in inline and 3.75 m in crossline direction. To test the system, we conducted
a 3D survey of about 1 km2 in Lake Geneva, Switzerland, over a complex fault zone. A 5-m shot spacing resulted in a nominal fold of 6. A double-chamber
bubble-cancelling 15/15 in3 air gun (40–650 Hz) operated at 80 bars and 1 m depth gave a signal penetration of 300 m below water bottom and a best vertical
resolution of 1.1 m. Processing followed a conventional scheme, but had to be adapted to the high sampling rates, and our
unconventional navigation data needed conversion to industry standards. The high-quality data enabled us to construct maps
of seismic horizons and fault surfaces in three dimensions. The system proves to be well adapted to investigate complex structures
by providing non-aliased images of reflectors with dips up to 30°. 相似文献
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GPS接收信号中的噪声干扰一直以来都是研究人员想方设法消除的不利因素,但在某些非线性系统中,噪声的存在却能够提高信号的检测性能,利用Langevin方程构建的非线性随机共振系统对GPS接收信号进行消噪处理,经过对仿真信号的验证,消噪效果明显,将在GPS接收信号消噪领域得到很好的应用。 相似文献
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Precise Positioning of Ocean Bottom Seismometer by Using Acoustic Transponder and CTD 总被引：1，自引：0，他引：1
Shiobara Hajime Nakanishi Ayako Shimamura Hideki Mjelde Rolf Kanazawa Toshihiko Berg Eivind W. 《Marine Geophysical Researches》1997,19(3):199-209
We have obtained precise estimates of the position of Ocean Bottom Seismometers (OBS) on the sea bottom. Such estimates are usually uncertain due to their free falling deployment. This uncertainty is small enough, or is correctable, with OBS spacing of more than 10 km usually employed in crustal studies. But, for example, if the spacing is only 200 m for OBS reflection studies, estimates of the position with an accuracy of the order of 10 m or more is required.The determination was carried out with the slant range data, ship position data and a 1D acoustic velocity structure calculated from Conductivity–Temperature–Depth (CTD) data, if they are available. The slant range data were obtained by an acoustic transponder system designed for the sinker releasing of the OBS or travel time data of direct water wave arrivals by airgun shooting. The ship position data was obtained by a single GPS or DGPS. The method of calculation was similar to those used for earthquake hypocenter determination.The results indicate that the accuracy of determined OBS positions is enough for present OBS experiments, which becomes order of 1 m by using the DGPS and of less than 10 m by using the single GPS, if we measure the distance from several positions at the sea surface by using a transponder system which is not designed for the precise ranging. The geometry of calling positions is most important to determine the OBS position, even if we use the data with larger error, such as the direct water wave arrival data. The 1D acoustic velocity structure should be required for the correct depth of the OBS. Although it is rare that we use a CTD, even an empirical velocity structure works well. 相似文献