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1.
In transportation, the trajectory data generated by various mobile vehicles equipped with GPS modules are essential for traffic information mining. However, collecting trajectory data is susceptible to various factors, resulting in the lack and even error of the data. Missing trajectory data could not correctly reflect the actual situation and also affect the subsequent research work related to the trajectory. Although increasing efforts are paid to restore missing trajectory data, it still faces many challenges: (1) the difficulty of data restoration because traffic trajectories are unstructured spatiotemporal data and show complex patterns; and (2) the difficulty of improving trajectory restoration efficiency because traditional trajectory interpolation is computationally arduous. To address these issues, a novel road network constrained spatiotemporal interpolation model, namely Traj2Traj, is proposed in this work to restore the missing traffic trajectory data. The model is constructed with a seq2seq network and integrates a potential factor module to extend environmental factors. Significantly, the model uses a spatiotemporal attention mechanism with the road network constraint to mine the latent information in time and space dimensions from massive trajectory data. The Traj2Traj model completes the road-level restoration according to the entire trajectory information. We present the first attempt to omit the map-matching task when the trajectory is restored to solve the time-consuming problem of map matching. Extensive experiments conducted on the provincial vehicle GPS data sets from April 2018 to June 2018 provided by the Fujian Provincial Department of Transportation show that the Traj2Traj model outperforms the state-of-the-art models. 相似文献
2.
方位计算对移动测量计算具有重要的意义,本文通过移动测量系统的实测数据,分别在静态环境与动态环境下比较车载移动测量系统的惯性测量单元（IMU）、双天线及轨迹拟合方位角。结果表明：在静态环境下,双天线方位角精度高于IMU方位角的精度;在动态环境下,IMU方位角与拟合方位角在直线段处的表现较好,而在转弯处,双天线方位角的绝对精度更高。 相似文献
3.
The location requirements for emergency callers outside urban areas can hardly be fulfilled without global navigation satellite
systems (GNSS). Consequently, interest in positioning techniques based on use of a GNSS such as GPS or on the cellular network
infrastructure itself is growing rapidly in the mobile-telephone community. Moreover, the increasing demand for commercial
location-based services (LBS) has driven cellular-phone and network manufacturers to focus on positioning solutions which
are even more accurate than the regulatory mandates for positioning of emergency callers. One example of these upcoming LBS
is our PARAMOUNT project, which aims at improving user-friendly info-mobility services for hikers and mountaineers by combining
wireless communications (GMTS), satellite navigation (GNSS) and geographic information systems (GIS), based on a mobile client/server
architecture. The availability of mobile phones or PDAs with combined GNSS and cellular network-based wireless communication
on a high integration level is one primary demand of such LBS applications. Based on this, we will give some initial answers
to the question of whether mobile handset architecture synergies exist for the combination of GNSS with wireless location
in CDMA cellular wireless networks. In order to identify synergies, we will outline similarities and differences between wireless
communication and satellite navigation. In this respect, we pay particular attention to the so-called RAKE receiver architecture
employed in mobile CDMA cellular handsets. Our initial investigations will show that the RAKE receiver architecture, on which
mobile CDMA cellular handsets are based, will most likely be the one most suitable for achieving synergies between the two
positioning techniques within the same mobile handset architecture. Consequently, several receiver components could be used
to handle both types of signals (navigation and communications), resulting in a reduction of manufacturing costs and in a
decrease in energy consumption.
Electronic Publication 相似文献
4.
ABSTRACTThis paper proposed and evaluated an estimation method for indoor positioning. The method combines location fingerprinting and dead reckoning differently from the conventional combinations. It uses compound location fingerprints, which are composed of radio fingerprints at multiple points of time, that is, at multiple positions, and displacements between them estimated by dead reckoning. To avoid errors accumulated from dead reckoning, the method uses short-range dead reckoning. The method was evaluated using 16 Bluetooth beacons installed in a student room with the dimensions of 11 × 5 m with furniture inside. The Received Signal Strength Indicator (RSSI) values of the beacons were collected at 30 measuring points, which were points at the intersections on a 1 × 1 m grid with no obstacles. A compound location fingerprint is composed of RSSI vectors at two points and a displacement vector between them. Random Forests (RF) was used to build regression models to estimate positions from location fingerprints. The root mean square error of position estimation was 0.87 m using 16 Bluetooth beacons. This error is lower than that received with a single-point baseline model, where a feature vector is composed of only RSSI values at one location. The results suggest that the proposed method is effective for indoor positioning. 相似文献
5.
X. X. Jin 《Journal of Geodesy》1997,71(7):411-422
This paper derives a DGPS positioning algorithm, referred to as the algorithm for carrier-adjusted DGPS positioning. This
algorithm can be applied by a DGPS user when code and carrier observations are available and when the dynamic behaviours of
both mobile positions and receiver-clock biases can and cannot be modelled. Since the algorithm directly uses code and carrier
observations, the stochastic model of observations has a simple structure and can be easily specified. When the dynamic behaviour
of mobile positions can be modelled, the algorithm can provide recursive solutions of the positions, on the other hand, when
the behaviour cannot be modelled, it can provide their instantaneous solutions. Furthermore, the algorithm can integrate with
a real-time quality-control procedure so that the quality of the position estimates can be guaranteed with a certain probability.
Since in the use of the algorithm there always exist redundant observations unless the position parameters are inestimable,
the quality control can even be performed when only four satellites are tracked. Using the algorithm and real GPS data collected
at a 100-km baseline, this contribution investigates how DGPS positioning accuracies vary with the type of observables used
at reference and mobile stations, and how important it is to choose an elevation-dependent standard deviation for code observations
in DGPS data reduction. It was found that using carrier observations along with code observations is more important at the
reference station than at the mobile station. Choosing an elevation-dependent standard deviation for code observations can
result in better positioning accuracy than choosing a constant standard deviation for code observations. For the 100-km baseline,
half-metre single-epoch positioning accuracy was achieved when dual-frequency data was used at both reference and mobile stations.
The positioning accuracy became better than 0.75m when the types of observable used at the mobile station were replaced by
L1 code and carrier.
Received: 9 April 1996 / Accepted: 6 February 1997 相似文献
6.
基于GNSS系统的导航定位设备在封闭或受阻环境下导航精度受限,为此,提升地下空间或室内定位精度,摆脱对GNSS的依赖是当前的研究热点。针对该问题,本文研究了LiDAR+IMU+DMI多源传感器导航定位技术,通过将LiDAR控制标靶数据带入卡尔曼滤波方程,计算IMU+DMI组合的误差状态向量,限制其误差发散,从而获取设备的高精度位置。该技术能使移动检测设备完全摆脱对GNSS信号的依赖,实现地下封闭空间移动测量设备精确定位,便于地下空间检测。通过在武汉某地铁试验表明,本文算法适用于地下、室内空间封闭环境中无GNSS信号的移动测量设备高精度导航定位。 相似文献
7.
8.
着眼于低频浮动车轨迹数据,对地图匹配问题进行了抽象,并分析了影响匹配结果的几何约束与拓扑约束。针对GPS采样的低频性和城市路网的复杂性,提出了一种路网拓扑约束下的增量型地图匹配算法（topology-constrained incremental matching algorithm,TIM）。选取北京市浮动车的GPS样例轨迹数据进行匹配,结果表明,该匹配算法在不同复杂程度的城市路网下均表现较好。 相似文献
9.
10.
全球卫星导航系统(GNSS)在弱信号环境下,GNSS信号易受到遮挡或者电磁干扰,严重影响导航定位的可靠性、连续性和精度. 针对此问题,本文作者研究了一种GNSS和视觉观测紧组合导航定位方法. 首先基于相机采集图像数据,利用ORB-SLAM2开源平台求解得到视觉位置结果增量,再联合GNSS伪距观测数据采用卡尔曼滤波(KF)进行组合定位解算. 采用实测的GNSS伪距观测数据和图像数据进行测试,试验结果表明:该算法不仅能有效地提升GNSS弱信号环境下导航定位的连续性和精度,还能在卫星数少于4颗时保持持续导航定位. 相似文献
11.
The Bayesian detection of discontinuities in a polynomial regression and its application to the cycle-slip problem 总被引：4，自引：1，他引：3
Maria Clara de Lacy Mirko Reguzzoni Fernando Sansò Giovanna Venuti 《Journal of Geodesy》2008,82(9):527-542
This paper deals with the problem of detecting and correcting cycle-slips in Global Navigation Satellite System (GNSS) phase
data by exploiting the Bayesian theory. The method is here applied to undifferenced observations, because repairing cycle-slips
already at this stage could be a useful pre-processing tool, especially for a network of permanent GNSS stations. If a dual
frequency receiver is available, the cycle-slips can be easily detected by combining two phase observations or phase and range
observations from a single satellite to a single receiver. These combinations, expressed in a distance unit form, are completely
free from the geometry and depend only on the ionospheric effect, on the electronic biases and on the initial integer ambiguities;
since these terms are expected to be smooth in time, at least in a short period, a cycle-slip in one or both the two carriers
can be modelled as a discontinuity in a polynomial regression. The proposed method consists in applying the Bayesian theory
to compute the marginal posterior distribution of the discontinuity epoch and to detect it as a maximum a posteriori (MAP)
in a very accurate way. Concerning the cycle-slip correction, a couple of simultaneous integer slips in the two carriers is
chosen by maximazing the conditional posterior distribution of the discontinuity amplitude given the detected epoch. Numerical
experiments on simulated and real data show that the discontinuities with an amplitude 2 or 3 times larger than the noise
standard deviation are successfully identified. This means that the Bayesian approach is able to detect and correct cycle-slips
using undifferenced GNSS observations even if the slip occurs by one cycle. A comparison with the scientific software BERNESE
5.0 confirms the good performance of the proposed method, especially when data sampled at high frequency (e.g. every 1 s or
every 5 s) are available. 相似文献
12.
RTK差分技术在网约车计费系统检测中的应用 总被引：1，自引：0，他引：1
2013年以来,随着打车软件的流行,网络约车不断进入人们的视野并活跃在全国各大城市。随之而来的网络约车软件定位不准、计程不准而导致的客户投诉也接踵而来。针对这些问题,本文提出了一套网络约车计费检测方法,采用多模多频RTK载波相位差分技术和惯性导航组合定位技术,使用基准站+流动站的RTK差分GNSS接收机、惯导模块、高精度扼流圈导航天线及回放仪记录汽车行驶过程中的信息,包括经纬度、乘车时间、速度等,通过计算得出汽车行驶里程。通过与司机手机计费结果进行比较,试验结果表明,采用载波相位差分技术和组合导航定位的技术可以有效解决定位失锁、轨迹不连续等问题。 相似文献
13.
在地面车载组合导航GNSS/OD/SINS中,全球导航卫星系统（GNSS）信号容易受到环境的干扰甚至发生中断,将非完整性约束（NHC）应用于里程计（OD）/捷联惯性导航系统（SINS）组合,可以有效抑制GNSS信号中断期间组合导航系统的误差发散。通常NHC的噪声设定基于固定的经验值,然而在实际运动过程中,车辆运行轨迹复杂多变,其运动状态不能完全满足NHC前提假设,经验给定的噪声无法准确反映车辆实际运动情况。为此,本文分析了NHC噪声与车辆运动状态的关系,构建了一种基于车辆运动状态的NHC噪声自适应方法。通过所选场景的实测数据验证表明：采用噪声自适应的NHC/OD/SINS组合导航结果相比于固定噪声的NHC/OD/SINS组合,在GNSS信号中断110 s、车辆连续转弯的情况下,最大水平位置误差减小了68.4%;在GNSS信号中断74 s、车辆直线行驶的情况下,最大水平位置误差减小了87.3%;能较好地抑制GNSS中断期间组合导航系统的误差发散。 相似文献
14.
One of the most widely used method for the time-series analysis of continuous Global Navigation Satellite System (GNSS) observations is Maximum Likelihood Estimation (MLE) which in most implementations requires $\mathcal{O }(n^3)$ operations for $n$ observations. Previous research by the authors has shown that this amount of operations can be reduced to $\mathcal{O }(n^2)$ for observations without missing data. In the current research we present a reformulation of the equations that preserves this low amount of operations, even in the common situation of having some missing data.Our reformulation assumes that the noise is stationary to ensure a Toeplitz covariance matrix. However, most GNSS time-series exhibit power-law noise which is weakly non-stationary. To overcome this problem, we present a Toeplitz covariance matrix that provides an approximation for power-law noise that is accurate for most GNSS time-series.Numerical results are given for a set of synthetic data and a set of International GNSS Service (IGS) stations, demonstrating a reduction in computation time of a factor of 10–100 compared to the standard MLE method, depending on the length of the time-series and the amount of missing data. 相似文献
15.
基于GPS多普勒测速原理,建立了GNSS多系统组合测速数学模型,结合实测数据对GNSS多系统组合的原始多普勒测速、相位一阶中心差分导出多普勒测速及二者组合测速精度进行了分析。结果表明,GNSS多系统组合能够显著提高原始多普勒测速及导出多普勒测速的精度,同时能够在一定范围内提高原始多普勒与导出多普勒组合测速的精度;采用原始多普勒与相位导出多普勒观测值组合,GNSS单系统时能够有效地提高测速精度,GNSS多系统组合效果不明显。 相似文献
16.
路网更新的轨迹-地图匹配方法 总被引：2，自引：2，他引：0
全面准确的路网信息作为智慧城市的重要基础之一,在城市规划、交通管理以及大众出行等方面具有重要意义和价值。然而,传统的基于测量的路网数据获取方式往往周期较长,不能及时反映最新的道路信息。近几年,随着定位技术在移动设备的广泛运用,国内外学者在研究路网信息获取时逐渐将视野转向移动对象的轨迹数据中所蕴含的道路信息。当前,基于移动位置信息的路网生成和更新方法多是直接面向全部轨迹数据施加道路提取算法,在处理大规模轨迹或者大范围道路时,计算量极大。为此,本文基于轨迹地图匹配技术,提出一种采用"检查→分析→提取→更新"过程的螺旋式路网数据更新策略。其主要思想是逐条输入轨迹,借助HMM地图匹配发现已有路网中的问题路段,进而从问题路段周边局部范围内的轨迹数据中提取并更新相关道路信息。该方法仅在局部范围内利用少量轨迹数据来修复路网,避免了对整个轨迹数据集进行计算,从而有效减少了计算量。基于OpenStreetMap的武汉市区路网数据以及武汉市出租车轨迹数据的试验表明,本文提出的路网更新方法不仅可行,而且灵活高效。 相似文献
17.
Mobile user identification aims at matching different mobile devices of the same user using trajectory data, which has attracted extensive research in recent years. Most of the previous work extracted trajectory features based on regular grids, which will lead to incorrect feature representation due to lack of geographic information. Besides, most trajectory similarity models only considered one single distance measure to calculate the similarity between users, which ignore the connection between different distance measures and may lead to some false matches. In light of this, we present a novel user identification method based on road networks and multiple distance measures in this article. The proposed method segments a city map into several grids and road segments based on road networks. Then it extracts location and road information of trajectories to jointly construct user features. Multiple distance measures are fused by a discriminant model to improve the effect of user identification. Experiments on real GPS trajectory datasets show that our proposed method outperforms related similarity measure methods and is stable for mobile user identification. Meanwhile, our method can also achieve good identification results even on sparse trajectory datasets. 相似文献
18.
全球导航卫星系统（global navigation satellite system,GNSS）位置时间序列蕴含有丰富的构造和非构造变形信息,具有成分复杂、建模困难、非构造信息难以有效分离等特点,利用自适应的经验模态分解（empirical mode decomposition,EMD）方法对川滇地区24个GNSS连续站时间序列作周期项修正。结果表明,周期项的修正十分必要,EMD方法能够根据每个台站信号的自身特性,自适应地提取不同频率、振幅的周期成分,这也更符合实际情况;相较于谐波模型,EMD方法对原始时间序列在N、E、U方向的改正均更加精确有效。使用修正后的连续站时间序列模拟流动观测,发现经过5～6 a/期观测即可得到相对可靠的台站运动速度,并通过距离较近的实际连续观测站对流动观测站周期项改正,验证了EMD方法的稳定性和可靠性,这也为流动GNSS观测实施、周期修正和资料使用提供了参考意见和理论依据。 相似文献
19.
当前广泛使用的实时GNSS定位应用可分为两种：一种是低成本定位应用,其采用廉价的芯片和天线,广泛应用于手机、共享单车和公交车定位等方面;另一种是高精度GNSS定位应用,采用网络RTK技术并结合测量型天线和接收机,为高精度测量用户提供实时厘米级测量服务。随着物联网、5G等技术的发展,实时分米到亚米级的定位需求逐渐增多。原有的低成本GNSS定位技术无法达到这一精度要求,高精度定位的设备成本高昂,无法用于大众导航领域。因此,本文实现了一种基于CORS系统的低成本差分定位终端。该终端包括两个部分：外接设备和手机。试验表明,在接入CORS系统后,该设备水平方向的定位精度可以达到亚米级,对推进CORS系统的大范围应用具有一定的意义。 相似文献
20.
Phase center modeling for LEO GPS receiver antennas and its impact on precise orbit determination 总被引：12，自引：5，他引：7
Adrian Jäggi R. Dach O. Montenbruck U. Hugentobler H. Bock G. Beutler 《Journal of Geodesy》2009,83(12):1145-1162
Most satellites in a low-Earth orbit (LEO) with demanding requirements on precise orbit determination (POD) are equipped with
on-board receivers to collect the observations from Global Navigation Satellite systems (GNSS), such as the Global Positioning
System (GPS). Limiting factors for LEO POD are nowadays mainly encountered with the modeling of the carrier phase observations,
where a precise knowledge of the phase center location of the GNSS antennas is a prerequisite for high-precision orbit analyses.
Since 5 November 2006 (GPS week 1400), absolute instead of relative values for the phase center location of GNSS receiver
and transmitter antennas are adopted in the processing standards of the International GNSS Service (IGS). The absolute phase
center modeling is based on robot calibrations for a number of terrestrial receiver antennas, whereas compatible antenna models
were subsequently derived for the remaining terrestrial receiver antennas by conversion (from relative corrections), and for
the GNSS transmitter antennas by estimation. However, consistent receiver antenna models for space missions such as GRACE
and TerraSAR-X, which are equipped with non-geodetic receiver antennas, are only available since a short time from robot calibrations.
We use GPS data of the aforementioned LEOs of the year 2007 together with the absolute antenna modeling to assess the presently
achieved accuracy from state-of-the-art reduced-dynamic LEO POD strategies for absolute and relative navigation. Near-field
multipath and cross-talk with active GPS occultation antennas turn out to be important and significant sources for systematic
carrier phase measurement errors that are encountered in the actual spacecraft environments. We assess different methodologies
for the in-flight determination of empirical phase pattern corrections for LEO receiver antennas and discuss their impact
on POD. By means of independent K-band measurements, we show that zero-difference GRACE orbits can be significantly improved
from about 10 to 6 mm K-band standard deviation when taking empirical phase corrections into account, and assess the impact
of the corrections on precise baseline estimates and further applications such as gravity field recovery from kinematic LEO
positions. 相似文献