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随着我国北斗导航卫星系统(BDS)的不断发展和完善,基于GNSS多模系统的接收机种类不断增多,其RTK测量可实时获得高精度的定位信息,在国民经济和社会发展中具有广阔的应用前景。本文对多模GNSS接收机在空旷区域、大面积水域、树木下、高大建筑物旁、高压线下、雷达周围的RTK测量平面精度和固定解初始化时间进行研究,旨在探究不同特殊观测环境对RTK测量平面精度与初始化时间的影响,以期为特殊观测环境中高精度实时定位提供借鉴。 相似文献
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北斗/GNSS实时动态差分技术(RTK)已广泛地应用于工程勘测、数字测图、施工放样等工程领域。但对于初学者,尤其是青年学生在北斗/GNSS RTK基准站设置、移动台坐标推算与坐标转换的理论理解和实践操作方面,仍然存在较多疑惑和理解偏差,导致实验教学效果不佳。鉴于此,作者根据多年一线的科研教学实践和对北斗/GNSS理论理解的基础上,结合易于理解的导线测量技术,剖析北斗/GNSS RTK技术与导线测量在基线向量/坐标增量解算方面的异同之处,诠释北斗/GNSS RTK起始坐标的获取与坐标转换参数的配置问题。最后,通过实例验证北斗/GNSS RTK技术在当前可满足cm级的测设精度要求。 相似文献
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在传统GPS-RTK GNSS接收机基础上研究以嵌入式Linux为操作系统,兼容CDMA 3G数据链的智能RTK GNSS接收机的关键技术及创新性.智能型RTK GNSS接收机采用当前最成熟的3G技术,配合Linux系统强大的网络功能,不仅可以高效传输差分数据,还可以完成远程数据采集、图形显示、数据下载上传等功能.可以预见,智能RTK GNSS接收机在现代测量作业中将拥有一个无限开阔的市场前景和潜在效益. 相似文献
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超站仪是将全站仪与GNSS整合在一起的新型测量设备,使用超站仪测量,无须控制点,利用CORS系统和似大地水准面精化模型,采用GNSS RTK技术获取测站点坐标和高程,并按全站仪功能进行地形要素采集。本文以Trimble S6超站仪为研究对象,在大比例尺地形图测绘成果质量检验应用中提高了检验效率,实现了检验智能化。 相似文献
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本文以广西兴安某测区为研究区,借助无人机和GNSS RTK分别获取1031张倾斜影像和3361个地面离散点,采用ContextCapture软件构建测区三维模型,利用EPS提取的测区三维模型高程点和GNSS RTK实测离散点分别进行DTM土方量计算。假定实测离散点的计算结果为真值,结果表明,无人机土方量测算结果与真值之差为1 050.9 m3,误差比例为0.9%。无人机倾斜摄影测量技术可快速、低成本、高质量地完成测区土方量测算,为工程项目提供精确的结果和科学的数据支撑。 相似文献
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VRS技术原理及网络RTK在城市规划测量中的应用 总被引：2，自引：0，他引：2
哈尔滨市GNSS双星导航系统正式建成并投入使用,其网络RTK的基本原理是通过虚拟参考站(VRS)技术进行超短基线的实时差分GPS测量,进而获得较高精度位置信息.系统网络RTK覆盖面积达1.4万km<'2>,和传统RTK测量技术相比较,网络RTK有覆盖范围广、精度高、易于操作等优点,在城市规划测量中得到了广泛的应用. 相似文献
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简要总结了原城区导线网复测、更新状况,以及采用传统测量方法维护、更新城市导线网点存在的主要问题。采用GNSS RTK技术对中心城区加密控制网进行重新设计、布网和观测,根据相关改算公式对满足要求的点位进行改正,以满足加密控制测量的精度要求。通过实际应用,采用GNSS RTK施测方法进行城区加密控制测量是可行的。 相似文献
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测深仪结合RTK或CORS定位是目前水下地形测量的常用方法,但当测量水域较大或通讯信号很差时,这两种方式无法建立数据链路进行差分,导致难以满足要求。通过开发相关软件实现将GNSS PPK解算的定位点结果以时间戳为准与单波束测深点进行自动匹配。经实地静态和动态测试,该方法的精度与RTK或CORS相当,可以满足大面积水下地形测量的需求,显著提高了作业效率。 相似文献
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随着芯片技术的发展,智能手机已成为使用最普遍的一类全球卫星导航系统(GNSS)设备,其提供位置服务的能力逐步彰显. 为探究将手机作为专业GNSS设备的可行性,利用谷歌开放Android智能终端GNSS原始观测数据这一契机,设计并实现一款手机实时动态 (RTK)定位手机应用程序(APP),并基于该APP开展高精度定位应用试验. 结果表明:在静态条件下,手机RTK定位精度约达1 dm;在行人和车载动态条件下,可达平面亚米级、高程1~2 m的精度水平,RTK定位精度远高于内置芯片解,但稳定性略差于芯片解. 使用手机模拟RTK点测量,其平面精度约达1 m,基本满足地理信息采集和调查等亚米级到米级低精度专业应用的需求. 相似文献
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利用无人测量船与网络RTK技术联合测量某一涵盖水陆区域的填挖土方量。其中，利用无人船系统测量水下地形，利用网络RTK测量陆地地形，并将水陆两部分的地形数据融合，利用基于不规则三角网的DTM法计算了该区域的填挖土方量，同时得到水域部分的水下地形图，为后续施工建设提供了基础资料。本文提出的结合无人船和网络RTK技术测量复杂水陆地形的方案可为相关工程的测量实践提供参考依据。 相似文献
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复杂环境下智能手机RTK+PDR融合定位 总被引：1，自引：0，他引：1
针对室外复杂环境下智能手机定位精度低、抗干扰能力不足的问题,本文利用手机GNSS观测值和手机内置IMU数据,采用RTK和PDR算法融合定位,对比分析了小米8和华为Mate20X两款手机的GNSS数据质量和融合定位算法性能,以及不同观测条件下融合算法的定位精度和稳定性。试验结果表明,在良好和复杂两种观测条件下,采用RTK算法定位精度分别为1.8 m和4.6 m;采用RTK+PDR融合算法定位精度分别为1.2 m和2.6 m,在两种环境下,RTK+PDR融合算法的精度分别提高了50%和76%,即显著提高了智能手机在室外复杂环境下的定位精度。 相似文献
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Mª Selmira Garrido Elena GiménezMª Clara de Lacy Antonio J. Gil 《International Journal of Applied Earth Observation and Geoinformation》2011
Precise GNSS-based differential positioning in real time is usually known as the real-time kinematics (RTK) technique. RTK reduces the effects of orbit errors and ionospheric and tropospheric refraction by forming differences between the observables (e.g. double-differences). These effects, however, grow with increasing baseline length, although the use of corrections generated in real-time from an active GNSS network allows these distance-dependent errors to be reduced. This technology increases the reliability of the system and thereby the accuracy of real-time positioning. In this study, the test results of RTK positioning at different test points located in the border area between the Autonomous Communities of the Region of Murcia and the Community of Valencia, in SE Spain, are presented. The analysis is based on three GNSS local active networks present in this border area, namely MERISTEMUM, REGAM and ERVA networks. Test measurements with RTK rover were performed in this region in order to analyze the real-time services offered by these three networks. Moreover, precise coordinates for each test point were determined using Bernese 5.0. The results confirm that it is possible to achieve centimetre-scale accuracy with RTK positioning based on the networks studied, even in border regions. 相似文献
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ABSTRACT Geospatial information acquired with Unmanned Aerial Vehicles (UAV) provides valuable decision-making support in many different domains, and technological advances coincide with a demand for ever more sophisticated data products. One consequence is a research and development focus on more accurately referenced images and derivatives, which has long been a weakness especially of low to medium cost UAV systems equipped with relatively inexpensive inertial measurement unit (IMU) and Global Navigation Satellite System (GNSS) receivers. This research evaluates the positional accuracy of the real-time kinematics (RTK) GNSS on the DJI Matrice 600 Pro, one of the first available and widely used UAVs with potentially surveying-grade performance. Although a very high positional accuracy of the drone itself of 2 to 3 cm is claimed by DJI, the actual accuracy of the drone RTK for positioning the images and for using it for mapping purposes without additional ground control is not known. To begin with, the actual GNSS RTK position of reference center (the physical point on the antenna) on the drone is not indicated, and uncertainty regarding this also exists among the professional user community. In this study the reference center was determined through a set of experiments using the dual frequency static Leica GNSS with RTK capability. The RTK positioning data from the drone were then used for direct georeferencing, and its results were evaluated. Test flights were carried out over a 70 x 70 m area with an altitude of 40 m above the ground, with a ground sampling distance of 1.3 cm. Evaluated against ground control points, the planimetric accuracy of direct georeferencing for the photogrammetric product ranged between 30 and 60 cm. Analysis of direct georeferencing results showed a time delay of up to 0.28 seconds between the drone GNSS RTK and camera image acquisition affecting direct georeferencing results. 相似文献
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针对低成本GNSS模块及天线类型直接影响RTK性能的问题,该文选取了具有代表性的3种GNSS定位模块华大HD9310、UBLOX NEO-M8T、UBLOX ZED-F9P,以及测地型天线U35和螺旋天线BT-3070两种不同类型的天线。采集GNSS天线和模块不同组合的原始观测数据,深入分析了不同组合的原始GNSS数据的信噪比、模糊度解算初始化时间、伪距与载波相位的双差残差以及定位精度。结果表明:U35天线性能优于BT-3070天线;ZED-F9P模块性能优于NEO-M8T模块和HD9310模块。实验结果可为无人设备、工程测量等领域选取合适的RTK组合提供参考。 相似文献
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Ahmed Elaksher Tarig Ali Franck Kamtchang Christian Wegmann Adalberto Guerrero 《International Journal of Digital Earth》2020,13(5):586-601
ABSTRACTEstablishing reliable elevation differences is imperative for most geoscience and engineering applications. This work has traditionally been accomplished through spirit leveling techniques; however, surveyors have been utilizing satellite positioning systems in measuring height differences for more than a decade. Yet the quality of these heights needs to be evaluated in order to adopt them in different applications. In this article, we present the outcome of an accuracy assessment of height differences obtained with static and RTK surveys. Twenty control points with an average baseline length of 1?km were occupied with dual-frequency GNSS receivers for different time periods. Collected signals were processed using open-source software and verified with an online processing tool. Heights were estimated by processing the GPS and the GLONASS data individually, and combined (i.e. GNSS). Height differences were determined and compared with those measured by spirit levels and corrected through geoid models. Best results were achieved by combining GPS and GLONASS solutions for both static and RTK surveys. Solutions with either GPS or GLONASS satellites were comparable, but in most cases, the GPS solutions performed better. For the static surveys, longer occupation provided much accurate height differences. Inconsistencies among 10 different RTK surveys were minimum for the GPS?+?GLONASS solutions and worst for the GLONASS solutions. The ANOVA, LSD, F, and χ² statistical tests confirmed our findings at the 95% confidence level. 相似文献
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介绍了不同品牌GNSS接收机的一种测试方法,其中包括动态测试的技术要求、测试点位的精心挑选、严格的组织安排、详实记录了每台GNSS接收机网络连通时间、RTK固定时间、卫星的个数、PDOP值等,并对测试的数据进行处理、分析、精度评定等内容. 相似文献
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随着多个GNSS系统不断建成,天空中的导航卫星越来越多,使得RTK作业时的观测量也越来越多,这对提高单频单历元RTK的可靠性起到了至关重要的作用。本文分析了GLONASS信号频分多址的特点,对GPS/GLONASS/BDS单历元单频RTK定位的算法和模型进行了研究,提出了一种适用于三系统组合条件下短基线单频单历元RTK定位的算法,并采用实测数据对算法进行了验证,结果表明,GPS/GLONASS/BDS单历元单频RTK定位是可行的。 相似文献