多路径识别和缓解用于城市环境中增强的GNSS定位
Qianxia Li1,2, Xue Hou1, Yuanbin Ye1
1Surveying and Mapping Institute Lands and Resource Department Guangdong Province, Guangzhou 510500, China.
Sensors (Basel, Switzerland)
|October 16, 2025
概括
本研究介绍了一种数据驱动的方法,用于检测和减少全球导航卫星系统 (GNSS) 在城市内定位的多路径错误. 该方法使用里埃和波形变换来提高城市位置的准确性.
科学领域:
- 地理学工程 工程地质学
- 信号处理 信号处理
背景情况:
- 城市全球导航卫星系统 (GNSS) 定位面临来自多路径反射和干扰的挑战.
- 在大都市地区,精确的基于位置的服务 (LBS) 需要对这些GNSS信号错误提供强大的解决方案.
研究的目的:
- 开发和验证一种适应性,数据驱动的方法来识别和减轻GNSS在城市环境中的多路径影响.
- 为了提高GNSS定位的准确性和可靠性,在具有挑战性的城市环境中用于LBS定位.
主要方法:
- 利用里叶变换 (FT) 来通过功率频谱分析代码多路径和其他频域错误源.
- 应用波纹分解和信号频谱分析,以检测多层信号分解中的多路径签名.
- 基于识别的多路径特征开发了缓解策略,以重建纠正的GNSS观测.
主要成果:
- 在使用频率和分解技术的GNSS观测中成功识别和描述了多路径效应.
- 证明有效缓解多路径冲击,从而提高定位精度.
- 在现实的城市条件下,在静态和动态场景中验证了拟议的方法.
结论:
- 拟议的适应性,数据驱动的方法为城市地区GNSS多路径缓解的复杂建模提供了可行的替代方案.
- 该方法与现有的定位模型无集成,并与标准导航终端和智能手机显示可行性.
- 这项研究有助于提高GNSS定位在具有挑战性的城市环境中的LBS的稳定性.
相关概念视频
Errors in Global Positioning System
330
Global Positioning System (GPS) technology has revolutionized navigation and positioning, but its accuracy is often compromised by various errors. These errors, stemming from environmental, satellite, and receiver-related factors, require careful mitigation to ensure reliable performance across applications.Atmospheric ErrorsGPS signals travel through the Earth’s ionosphere and troposphere, introducing delays which affect accuracy. The ionosphere is strongly influenced by charged particles,...
330
Field Application of Global Positioning System
315
The Global Positioning System (GPS) has become an indispensable tool in fieldwork, offering unparalleled precision and efficiency for surveying, navigation, and infrastructure development. By harnessing signals from a constellation of satellites, GPS receivers determine the location of objects with remarkable speed and accuracy, often completing calculations within a second.Advantages of Modern GPS TechnologyContemporary GPS receivers are designed to meet the practical demands of field...
315
Design Example: Identifying the Locations of Monuments in the Field Using Global Positioning System Device
378
Surveyors use Global Positioning System (GPS) technology to measure the precise location and elevation of points on Earth. In a recent survey, GPS receivers were used to determine the coordinates and elevations of two park monuments. The process involved careful mission planning, data collection, and correction to ensure accuracy. The survey began with mission planning to identify optimal satellite visibility and minimize Position Dilution of Precision (PDOP). A geodetic control point...
378
Types of Global Positioning System Surveys
346
GPS surveying methods vary in application, accuracy, and data collection techniques, catering to diverse surveying and mapping needs. Static GPS, kinematic GPS, and real-time kinematic (RTK) surveying are widely used. Each technique offers distinct advantages.Static GPS involves placing one receiver at a known reference point and another at the target point. It collects exact positional data by observing multiple satellite ranges over an extended period, achieving centimeter-level accuracy for...
346
Introduction to Global Positioning System
462
The Global Positioning System (GPS) revolutionized positioning on Earth, providing precise location data through satellite ranging. The GPS system was developed in 1978 by the U.S. Department of Defense for military use, and it became available for civilian applications in 1983, transforming fields including navigation, fleet management, and time synchronization for telecommunications systems.GPS consists of satellites in medium Earth orbit, about 20,200 kilometers above the surface,...
462
Common Leveling Mistakes and Errors
396
A survey team is tasked with determining the elevation difference between points Point A and Point B, separated by uneven terrain. They use a leveling instrument and a leveling rod.Common MistakesMisreading the Rod: During a backsight reading at Point A, the instrumentman observes the rod partially obscured by tall grass. Instead of reading 1.135 m, they mistakenly record 1.735 m due to the misalignment of the crosshair with the wrong graduation. This error adds 0.600 m to all subsequent...
396


