Monitoring absolute vertical land motions and absolute sea-level changes from GPS and tide gauges data over French Polynesia

In this study,we estimate the absolute vertical land motions at three tidal stations with collocated Global Navigation Satellite System(GNSS)receivers over French Polynesia during the period 2007-2020,and obtain,as ancillary results,estimates of the absolute changes in sea level at the same locations.To verify our processing approach to determining vertical motion,we first modeled vertical motion at the International GNSS Service(IGS)THTI station located in the capital island of Tahiti and compared our estimate with previous independent determinations,with a good agreement.We obtained the following estimates for the vertical land motions at the tide gauges:Tubuai island,Austral Archipelago-0.92±0.17 mm/yr,Vairao village,Tahiti Iti:-0.49±0.39 mm/yr,Rikitea,Gambier Archipelago-0.43±0.17 mm/yr.The absolute variations of the sea level are:Tubuai island,Austral Archipelago 5.25±0.60 mm/yr,Vairao village,Tahiti Iti:3.62±0.52 mm/yr,Rikitea,Gambier Archipelago 1.52±0.23 mm/yr.We discuss these absolute values in light of the values obtained from altimetric measurements and other means in French Polynesia.

Research on Deformation Mode of the Longmenshan-Longriba Region Using GPS and Leveling Data

The Longmenshan-Longriba region is located on the eastern edge of the Tibetan Plateau, and is an ideal place to study the eastward extrusion and uplift mechanism of the plateau. Previous studies on this area mainly focused on tectonic activity and seismic hazard, with few studies giving its overall deformation characteristics and dynamic mechanism. This paper uses the latest dense GPS data, combined with precise Leveling data to analyze the kinematic characteristics and deformation mode of the Longmenshan fault zone (LMSF) and the Longriba fault zone (LRBF). The results show that both the Longmenshan fault zone and the Longriba fault zone have certain right-lateral strike-slip and thrusting, indicating that they play an important role in adjusting strain distribution and absorbing tectonic deformation;The strain-rate field on the Longriba fault zone is broadly distributed, suggesting that the deformation field is at least partially coupled;while the strain-rate field on the Longmenshan fault zone presents a non-uniform distribution, indicating different dynamic sources acting on segments. The high strain rate areas revealed in this study points us to the high-risk area for future earthquakes. The present-day vertical motion velocity field in the region obtained from Leveling and GPS data shows a mismatch between the regional deformation field and active tectonics, which can be explained by the incomplete coupling of deformation between the lower and upper crust.

一种车辆GPS轨迹数据的改进地图匹配算法

文中提出一种车辆GPS轨迹数据的改进地图匹配算法.以车辆GPS轨迹数据进行隐马尔可夫模型动态地图匹配后的缓冲区内候选路径为初始群体,以遗传算法中的改进的适应度函数为基准进行半交叉迭代,选择车辆轨迹更优的匹配路径;设计了改进地图匹配方法的算法流程;利用微软亚洲团队的GeoLift轨迹数据集验证了改进方法的有效性.

基于GPS轨迹数据的电动出租车充电站选址规划

针对电动汽车保有量持续增长、充电设施匮乏难以满足用户需求的问题,提出一种基于GPS轨迹数据的电动出租车充电站选址规划方案。首先利用出租车GPS数据分析用户潜在充电需求并提取需求分布;其次提出一种基于网格密度分区的DBSCAN聚类方法,与传统算法相比DB指数由0.34降为0.30,对需求进行聚类和划分需求密集区,设置预选站址;最后,构建集合覆盖模型实现站址优化。利用此方案对北京大兴区出租车轨迹数据进行仿真,得出了合理的选址结果,即该方案可为电动出租车充电站规划提供参考。

Comparative study on vertical deformation based on GPS and leveling data

The development of GPS(Global Positioning System) technology has led to increasingly widely and successful applications of GPS surveys for monitoring crustal movements. However, multi-period GPS survey solutions have not been applied in monitoring vertical crustal movements with normal backgrounds. In this paper, we carried out a comparative study on the vertical deformation of the comprehensive profile of the cross-fault zone in Shanyin, Shanxi province, China, based on GPS and precise leveling observation data for multiple time periods. The vertical deformation rates observed with repeating GPS survey are obviously different(over 20 mm/y at some sites) from those with repeating leveling survey within a relatively short period. However, the deviations in the vertical displacement between GPS and leveling in a long-term survey(over three years) showed good consistency at 3-4 mm/y at most sites, on GPS forced offset surveying and fixed survey instruments in a long-term survey(over three years). Therefore, GPS vertical displacement results can be applied to the study of vertical crustal movements.

基于GPS数据的实验室制氢废液污染实时监测

为了提高制氢废液污染监测效果,文中提出基于GPS数据的实验室制氢废液污染实时监测方法。利用GPS系统采集污染数据,通过串口读取GPS数据,定位污染位置。以降低监测能耗为目的,采用在线监测机制和短信通知监测相互转换形式实现实验室制氢废液污染实时监测。结合GPS、GPRS、GIS三种技术对监测所得数据进行管理与分析,为实验室制氢废液污染治理提供技术支持。通过实际应用结果表明,文中设计方法监测能耗较低,安全性强,监测数据传输效率较高,证明所提方法具有较好的应用性能,可用于实验室制氢废液污染的实时监测。

Deformation Evolution Characteristics Revealed by GPS and Cross-fault Leveling Data before the M_S8. 0 Wenchuan Earthquake

Based on GPS velocity during 1999-2007,GPS baseline time series on large scale during1999-2008 and cross-fault leveling data during 1985-2008,the paper makes some analysis and discussion to study and summarize the movement,tectonic deformation and strain accumulation evolution characteristics of the Longmenshan fault and the surrounding area before the MS8. 0 Wenchuan earthquake,as well as the possible physical mechanism late in the seismic cycle of the Wenchuan earthquake. Multiple results indicate that:GPS velocity profiles show that obvious continuous deformation across the eastern Qinghai-Tibetan Plateau before the earthquake was distributed across a zone at least 500 km wide,while there was little deformation in Sichuan Basin and Longmenshan fault zone,which means that the eastern Qinghai-Tibetan Plateau provides energy accumulation for locked Longmenshan fault zone continuously. GPS strain rates show that the east-west compression deformation was larger in the northwest of the mid-northern segment of the Longmenshan fault zone,and deformation amplitude decreased gradually from far field to near fault zone,and there was little deformation in fault zone. The east-west compression deformation was significant surrounding the southwestern segment of the Longmenshan fault zone,and strain accumulation rate was larger than that of mid-northern segment.Fault locking indicates nearly whole Longmenshan fault was locked before the earthquake except the source of the earthquake which was weakly locked,and a 20 km width patch in southwestern segment between 12 km to 22. 5 km depth was in creeping state. GPS baseline time series in northeast direction on large scale became compressive generally from 2005 in the North-South Seismic Belt,which reflects that relative compression deformation enhances. The cross-fault leveling data show that annual vertical change rate and deformation trend accumulation rate in the Longmenshan fault zone were little,which indicates that vertical activity near the fault was very weak and the fault was tightly locked. According to analyses of GPS and cross-fault leveling data before the Wenchuan earthquake,we consider that the Longmenshan fault is tightly locked from the surface to the deep,and the horizontal and vertical deformation are weak surrounding the fault in relatively small-scale crustal deformation. The process of weak deformation may be slow,and weak deformation area may be larger when large earthquake is coming. Continuous and slow compression deformation across eastern Qinghai-Tibetan Plateau before the earthquake provides dynamic support for strain accumulation in the Longmenshan fault zone in relative large-scale crustal deformation.

Estimation of Subsidence in Po Delta Area (Northern Italy) by Integration of GPS Data, High-Precision Leveling and Archival Orthometric Elevations

Subsidence in a deformation area can be measured in various ways, examples being conventional high-precision leveling, differential InSAR and multi-temporal GPS surveys. Integration of methods can improve results, and is crucial to extract high-precision data. In particular, orthometric and ellipsoid elevations, surveyed at different moments in time, can be compared to yield information on vertical movements when geoid anomalies are known. However, a data checking procedure must be applied if archival orthometric elevations are used, because long-term measurements for many historical benchmarks may have been lost and/or replaced with other points, but at different elevations. This type of checking can be carried out over an area without gravimetric anomalies by modeling geoid undulations and vertical displacements in the time-span used for analysis, excluding points with anomalous values. This procedure was tested and applied in the Po Delta area (northern Italy), historically subject to high subsidence rates: the leveling benchmarks of 1983 were measured with the GPS technique in 2008. After checking of archival data and transformation from ellipsoid to orthometric elevations, comparisons of the same points and interpolations on the study area provided a subsidence map for the 1983-2008 period.

针对GPS信号干扰对ADS-B影响及干扰源定位的分析研究

近年来由GPS信号受干扰导致ADS-B数据异常的情况在全国多地屡见不鲜,ADS-B数据干扰异常严重影响了空管监视数据的质量。为了在信号干扰期间提高GPS干扰源排查定位效率,从空管监视数据质量的角度提出了一种基于ADS-B数据异常变化的GPS干扰源定位计算方法,该方法通过信号异常变化位置点建立二次曲面方程,通过线性降维迭代最小二乘的方法实现GPS干扰源的粗定位估算,该方法为GPS干扰源的快速定位提供了理论参考,对空管大范围空域GPS系统干扰源的检测定位具有一定的理论应用价值。

基于FPGA的雷达/GPS数据融合存储系统设计

现阶段高速测绘成像雷达回波信号数据量大、传输速率快,完整的实时存储高精度GPS信息的雷达数据是测绘成像的关键,面对此类系统要求满足高精度、数据融合编帧、大容量、高速度、全程准确存储等一系列问题,该文设计一种高速雷达融合数据接口控制存储系统。该系统主控模块以FPGA作为主控芯片,接收10路30 MB/s的LVDS数据和1路GPS串口数据,并进行组合编帧,打包数据通过以太网发送给上位机,最后通过LabView上位机软件将数据存储在硬盘内。最终通过试验验证,可以完整无误地将融合采编数据存储在硬盘内。

Methodology for local correction of the heights of global geoid models to improve the accuracy of GNSS leveling

At present,one of the methods used to determine the height of points on the Earth’s surface is Global Navigation Satellite System(GNSS)leveling.It is possible to determine the orthometric or normal height by this method only if there is a geoid or quasi-geoid height model available.This paper proposes the methodology for local correction of the heights of high-order global geoid models such as EGM08,EIGEN-6C4,GECO,and XGM2019e_2159.This methodology was tested in different areas of the research field,covering various relief forms.The dependence of the change in corrected height accuracy on the input data was analyzed,and the correction was also conducted for model heights in three tidal systems:"tide free","mean tide",and"zero tide".The results show that the heights of EIGEN-6C4 model can be corrected with an accuracy of up to 1 cm for flat and foothill terrains with the dimensionality of 1°×1°,2°×2°,and 3°×3°.The EGM08 model presents an almost identical result.The EIGEN-6C4 model is best suited for mountainous relief and provides an accuracy of 1.5 cm on the 1°×1°area.The height correction accuracy of GECO and XGM2019e_2159 models is slightly poor,which has fuzziness in terms of numerical fluctuation.

Comparison of Results of Different GPS Post-processing Software

In order to obtain high-precision GPS control point results and provide high-precision known points for various projects,this study uses a variety of mature GPS post-processing software to process the observation data of the GPS control network of Guanyinge Reservoir,and compares the results obtained by several kinds of software.According to the test results,the reasons for the accuracy differences between different software are analyzed,and the optimal results are obtained in the analysis and comparison.The purpose of this paper is to provide useful reference for GPS software users to process data.

基于GPS数据的高速公路行程时间估计与可靠性分析

准确地进行高速公路行程时间估计与可靠性分析对交通规划与缓解交通拥堵具有重要意义。针对目前行程时间估计准确性不高、可靠性分析不够全面的问题,提出基于BP神经网络的高速公路行程时间估计模型,并利用该模型计算的行程时间分析高速公路上车辆行驶的行程时间可靠性。以广州机场高速公路GPS浮动车数据为例进行实例验证,结果表明,与速度-时间积分法和位置-时间内插法相比,本文提出的模型提高了行程时间估计的准确度,同时能多方面地分析车辆行程时间的可靠性。

GPS三角高程测量方法的应用与解析

GPS三角高程方法是一种比较特殊的测量高程方法。本文通过对现有的测量方法和理念进行大体的概括和总结,对该方法的适合条件进行了简单的归纳,并将其原理和所处的背景以及现实意义进行简单的分析和探讨,利用实践得到的数据加以证明。原理介绍中涵盖了GPS三角高程测量的方法^([1]);通过计算公式推导出GPS三角高程的测量高差^([2]);介绍了精度和误差的相关要求和约束;涉及应用到的高程系统。对上述内容进行了系统的阐述、说明,最终证明GPS三角高程测量方法能够满足四等水准测量的精度要求,适用于特定地理条件下完成高程测量任务。

公交GPS历史轨迹数据挖掘方法研究与应用

通过分析公交数据更新的基本要素和挖掘类型,利用大数据挖掘原理,结合公交GPS历史数据的特点,提出了适用于公交GPS历史数据挖掘和更新的专用方法和算法,并引入机器学习模型提升挖掘算法能力,在此基础上设计了挖掘作业流程,通过结果对比,可得出在数据优化周期内,可作业率由15%提升至50%,线上数据更新频率由周级更新变为天级更新。以上数据挖掘方法和算法有效提高了更新效率,改进了更新准确率,在公交数据更新作业中发挥了重要作用,方便了公交用户出行,并助力绿色出行。

复杂环境下结合EMD的GPS-IR水位反演方法

利用法国布雷斯特(Brest)港BRST测站和英国塞文大桥监测系统GNSS双频观测数据,分别在静态和高动态环境下进行GPS-IR水位反演,探究传统GNSS监测系统进行水位反演的可行性与精度.结果表明:L1波段反演精度高于L2波段;在静态场景下,GPS-IR水位反演结果与验潮站数据相关系数大于0.98,在高动态场景下,桥梁GPS-IR水位反演精度稍低.利用经验模态分解(EMD)方法对算法进行改进,提高了在桥梁复杂环境下GPS-IR水位反演结果的精度,均方根误差(RMSE)相比经典方法降低约50%.本文方法提高了GPS-IR技术在不同水域环境下的适用性,在水位监测中具有很好的应用前景.

Vertical deformation analysis based on combined adjustment for GNSS and leveling data

A method is proposed to fuse the velocity data of the global navigation satellite system(GNSS) and leveling height via combined adjustment with constraints. First, stable GNSS-leveling points are uniformly selected, and the constraints of the geodetic height change velocity and normal height change velocity are given. Then, the GNSS vertical velocities and leveling height difference are used as observations of combined adjustment, and robust least-squares estimation are used to estimate the velocities of the unknown points. Finally, a vertical movement model is established with the GNSS vertical velocities and leveling vertical velocities obtained via combined adjustment. Data from the second-order leveling network and GNSS control points in Shandong Province are taken as test data, and eight calculation schemes are used for discussion. One of the schemes, the bifactor robust combined adjustment method based on variance component estimation with two kinds of vertical velocity constraints achieves the optimal results. The method applied in the scheme can be recommended for data fusion of GNSS and leveling, further improving the reliability of vertical crustal movement in Shandong Province.

基于GPS双定位的智慧接地线定位系统

复杂电网结构的智慧接地线定位过程会受到其他线路的干扰,导致定位结果差,设计一种基于GPS双定位的智慧接地线抗干扰定位系统。对单片机处理器内部组成进行优化,在其中嵌入GPS定位模块和GSM定位模块,并分析了双定位模块的有关参数。计算不同信号所对应的载波相位与时间差,根据GPS/GSM双定位系统的信息接收模式进行数据信息融合,优化定位流程。系统性能测试结果表明,与传统定位系统相比,定位误差更小,定位精度更高,具有一定优越性。

基于卡尔曼滤波的北斗/GPS双模数据融合轨迹定位

全球卫星导航系统中,高精度定位是关键的性能指标之一。目前,我国自主研发的北斗卫星导航系统(以下简称:BDS)与美国主导的全球卫星定位系统(GPS)处于世界领先地位。虽然其定位精度较高,但硬件级系统的固有问题,使定位仍然存在误差。该项目基于卡尔曼滤波法,通过双模定位模块,将BDS与GPS的定位数据进行融合,极大地提高了定位精度,降低了误差。

基于GPS与手机信令数据的上海货运枢纽交通特征研究

针对传统道路货运调查抽样率较低、调查成本较高、时效性较差,难以反映货运枢纽集散过程连续性和关联性特征的问题,基于货运交通流自有的时间序列特性,提出12t及以上货车GPS与道路匹配的方法和运用手机信数据令识别货车司机的方法,并给出数据模型结构和算法关键步骤。结论表明,用2种数据分析方法得到货运枢纽交通来源去向分布、集散路径及车速特征,与上海市交通运行年报反映的道路货运发展现状相符,通过手机信令数据识别出的货车司机人数与实际数量相当,所提出的货车集散路径算法具有准确性和实用性,为摸清货运枢纽道路交通空间利用状况,提高货运系统规划及运营管理水平提供技术支撑。