基于有色噪声滤波的铁路工程基础设施GPS/BDS变形监测应用与技术挑战OA
Applications and Technical Challenges of GPS/BDS Deformation Monitoring of Railway Engineering Infrastructure Based on Colored Noise Filtering
目前铁路工程多利用单北斗定位技术对单一类型基础设施变形监测,缺乏北斗与其他 GNSS(Global Navi-gation Satellite System)系统组合模式下对多种基础设施的监测精度分析,且忽略了有色噪声对监测结果的不利影响.为确保北斗定位技术对铁路不同基础设施变形监测的适用性,提高监测精度,引入有色噪声滤波方法,利用GPS/BDS 定位技术,对铁路大跨度斜拉桥和隧道口高边坡两类基础设施分别进行短期和长期变形监测.其中对于大跨度斜拉桥,监测桥梁在荷载情况下瞬时变形、固有频率以及关键位置的短期周期性变形;对于隧道口高边坡,监测边坡长期位移趋势.实验结果表明,高频 GPS/BDS 变形监测可精确捕捉铁路桥梁在列车荷载下的瞬时变形特征,准确识别桥梁固有频率.通过有色噪声滤波处理,显著削弱变形监测时间序列中的闪烁噪声影响,闪烁噪声振幅降低约 75%,同时铁路桥梁短期周期性变形参数和边坡长期线性变形参数估值的不确定度降低约 88%,显著提升变形分析结果的可靠性.还探讨了在地理地质情况极端复杂山区环境中,顾及有色噪声滤波的 GPS/BDS 变形监测面临的挑战,提出结合地形高差的天顶对流层延迟修正、环境负载模型优化以及阶跃改正模型应用的变形监测时间序列预处理策略,旨在进一步提高变形参数的估计精度.
At present,railway projects mostly use single Beidou positioning technology to monitor the deformation of a single type of infrastructure,and lack analysis of monitoring accuracy for multiple infrastructures under combined modes of Beidou and other GNSS(Global Navigation Satellite System)systems,while the adverse effects of colored noise on the monitoring results are ignored.In order to ensure the applicability of Beidou positioning technology to the deformation monitoring of different railway infrastructures and improve the monitoring accuracy,this paper introduced the colored noise filtering method and used GPS/BDS positioning technology to conduct short-term and long-term deformation monitoring of two types of infrastructures:large-span cable-stayed bridges and high slopes at tunnel entrances.For large-span cable-stayed bridges,the instantaneous deformation,natural frequency and short-term periodic deformation of key positions of the bridge under load were monitored.For high slopes at tunnel entrances,the long-term displacement trend of the slope was monitored.The experimental results showed that the high-frequency GPS/BDS deformation monitoring accurately captured the instantaneous deformation characteristics of railway bridges under train loads and identified the natural frequencies of bridges.By applying colored noise filtering,the influence of flicker noise in the deformation monitoring time series was significantly weakened,the amplitude of the flicker noise was reduced by about 75%,and the uncertainties of the short-term periodic deformation parameters of the railway bridge and the estimation of the long-term linear deformation parameters of the slope were reduced by about 88%,which significantly improved the reliability of the deformation analysis results.The challenges of GPS/BDS deformation monitoring considering colored noise filtering in mountainous environments with extremely complex geological conditions were also discussed.A deformation monitoring time series preprocessing strategy combining the application of zenith tropospheric delay correction,environmental load model optimization,and step correction model of topographic elevation difference was proposed,aiming to further improve the estimation accuracy of deformation parameters.
马俊
中铁第四勘察设计院集团有限公司,武汉 430063
交通工程
铁路工程基础设施GPS/BDS变形监测有色噪声
railway engineeringinfrastructureGPS/BDSdeformation monitoringcolored noise
《铁道标准设计》 2026 (4)
31-39,9
国家自然科学基金项目(42264004)国家重点研发计划项目(2021YFB2600401)中国铁建股份有限公司科技重大专项(2022-A02)
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