基于无人机倾斜摄影的编组站驼峰线路平纵断面测量方法研究OA
Study on Measurement Method for Horizontal and Vertical Profiles of Hump Lines in Marshalling Stations Based on UAV Oblique Photogrammetry
保持驼峰平纵断面的良好状态,是编组站驼峰作业高效、安全进行的基础条件.为解决驼峰线路传统水准测量效率低、干扰大且难以捕捉短距坡度变化的问题,开展基于无人机倾斜摄影三维重建的驼峰平纵断面高效测量方法的研究.通过无人机倾斜摄影采集新丰镇编组站驼峰场区域的数据,并结合24个像控点构建实景三维模型,从中提取轨道数字线划图,生成驼峰连续平纵断面及坡度曲线.结果表明:该方法可精准捕捉传统离散测量遗漏的局部坡度波动,在无遮挡条件下,控制点平面与高程精度分别达到1.8 cm和0.9 cm;与同期地面激光扫描点云数据对比,其高程测量中误差为2.7 cm,验证了该方法具备良好的测量一致性.此外,与传统方法相比,该技术使实地数据采集效率显著提升5~10倍.本研究为编组站驼峰线路高频次、非接触式监测提供了技术支撑,同时可为驼峰控制系统参数动态优化提供现势性数据基础.
Maintaining the good condition of horizontal and vertical profiles of the hump is the fundamental condition for efficient and safe hump operations in marshalling stations.To address the problems of low efficiency,high interference,and difficulty in capturing short-range gradient changes in traditional leveling measurement of hump lines,research on an efficient measurement method for horizontal and vertical profiles of humps based on three-dimensional(3D)reconstruction from unmanned aerial vehicle(UAV)oblique photogrammetry was conducted.Data of the hump area at Xinfengzhen Marshalling Station was collected through UAV oblique photogrammetry,and a real-scene 3D model was constructed in combination with 24 image control points.Railway track digital line graphs(DLGs)were extracted from the model to generate continuous horizontal and vertical profiles and gradient curves.The results show that this method can accurately capture local gradient fluctuations missed by traditional discrete measurements.Under unobstructed conditions,the accuracy for control points reaches 1.8 cm in plane and 0.9 cm in elevation.Comparison with concurrent ground laser scanning point cloud data shows an elevation root mean square error of 2.7 cm,verifying the method's strong measurement consistency.In addition,compared with traditional methods,fieldwork efficiency is significantly improved by 5~10 times.This paper provides technical support for high-frequency and non-contact monitoring of hump lines in marshalling stations and provides a current data basis for dynamic optimization of hump control system parameters.
邵泽展;侯晓鹏;姜璐;全一明;沃华欧;陈文君;陈世安
中国铁路西安局集团有限公司 新丰镇车站,陕西 西安 710600中国铁道科学研究院集团有限公司 通信信号研究所,北京 100081中国铁道科学研究院集团有限公司 通信信号研究所,北京 100081宁波市天一测绘设计研究有限公司,浙江 宁波 315100中国铁道科学研究院集团有限公司 通信信号研究所,北京 100081国图测绘科技(浙江)有限公司,浙江 宁波 315100宁波市天一测绘设计研究有限公司,浙江 宁波 315100
交通工程
无人机倾斜摄影编组站驼峰场平纵断面测量铁路信息化
UAV Oblique PhotogrammetryMarshalling StationHump YardHorizontal and Vertical Profile MeasurementRailway Informatization
《铁道运输与经济》 2026 (4)
34-41,8
中国铁道科学研究院集团有限公司科研项目(2022YJ217)
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