一种基于现场测量的方法来确定铁路路线的方向角
1Faculty of Civil and Environmental Engineering, Gdansk University of Technology, ul. G. Narutowicza 11/12, 80-233 Gdansk, Poland.
Sensors (Basel, Switzerland)
|February 24, 2024
概括
本研究提出了一种新方法,用于确定铁路线的方向角度,使用惯性系统,当卫星信号不可用时. 这种技术有助于精确地绘制铁路轨道和导航.
科学领域:
- 地理学工程 工程地质学
- 铁路工程 铁路工程是指铁路工程.
- 导航系统 导航系统
背景情况:
- 移动卫星测量是确定铁路轨道轴的标准.
- 卫星信号损失或干扰发生在道或有障碍的区域.
- 惯性系统为在信号丢失时测量定向角度提供了一个可行的替代方案.
研究的目的:
- 介绍一种使用惯性测量方法来确定铁路线的方向角的方法.
- 解决挑战性环境中基于卫星的方法的局限性.
- 为准确的铁路轨道绘制提供一个互补的方法.
主要方法:
- 使用轨道轴的笛卡尔坐标用于路线可视化和定向.
- 运用类似于铁路轨道曲率的移动和弦方法的原理.
- 开发和讨论用于定向角度计算的计算算法.
- 使用模型几何布局评估方法的准确性.
主要成果:
- 介绍了一种确定铁路线路方向角的方法.
- 该方法利用轨道轴坐标和惯性系统数据.
- 提供计算算法和准确性评估.
- 包括使用测量数据确定方向角度的示例.
结论:
- 拟议的方法提供了一种可靠的方式来确定铁路线的方向角度.
- 当卫星导航受到损害时,这种方法特别有用.
- 该技术增强了铁路轨道测量和绘制的稳定性.
更多相关视频
相关概念视频
Adjusting a Traverse
58
In the site survey of a four-sided traverse, internal angles are essential to ensure geometric accuracy. The survey revealed that the sum of the measured internal angles was 359 degrees and 48 minutes, which is 12 minutes less than the expected 360 degrees. This discrepancy signals an error likely arising from measurement inaccuracies during the fieldwork.To rectify this error, the adjustment process involved distributing the 12-minute shortfall equally across the four internal angles. By...
58
Field Procedure for Staking Out Curves
49
Staking out curves is an essential process in construction to ensure the accurate alignment of structures along a curved path. This task involves positioning stakes at calculated locations corresponding to the curve's design, effectively translating plans into physical markers in the field. The process begins by determining the geometric parameters of the curve, including the radius, central angle, and tangent distances. These parameters are critical for identifying key points such as the...
49
Design Example: Marking Boundaries of a Site Using a Compass
41
Marking site boundaries using a compass is a precise surveying technique that ensures the accuracy of boundary delineation. The process begins by using provided site details, including the bearings and lengths of each boundary line. The initial step involves calculating latitudes and departures for all sides of the site. This computation verifies that the traverse is free of errors, ensuring a closed and accurate boundary.The process starts at a known point, such as Point A, which is often...
41
Design Example: Traverse Angle Computations
80
Traverse angle computations are a critical component of surveying, used to compute the internal angles within a closed traverse. A traverse consists of a series of connected lines forming a closed loop, often used for land boundary delineation or mapping. Calculating the internal angles ensures accuracy in the traverse geometry and is essential for checking survey data integrity.The process begins with known azimuths and bearings of the traverse sides. Internal angles at each vertex are...
80
Design Example: Measuring Distance Between Two Points with Obstructions
38
When measuring distances in areas with physical obstructions, such as a lake in a field, surveyors must employ techniques to calculate accurate lengths without direct line measurements. One effective method is the offset technique, which allows for precise distance estimation over inaccessible stretches.In this scenario, a surveyor must measure a side of an area that crosses a lake. Since the measuring tape cannot span the lake, the surveyor begins by establishing a baseline that aligns with...
38
Common Leveling Mistakes and Errors
72
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...
72


