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Rail Temperature Prediction Model as a Tool to Issue Advance Heat Slow Orders

机译:轨道温度预测模型作为发布提前热慢订单的工具

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Track buckling due to excessive rail temperature may cause derailments with serious consequences. To minimize the risk of derailments, slow orders are typically issued on sections of track in areas where an elevated rail temperature is expected and risk of track buckling is increased. The Federal Railroad Administration's (FRA's) Office of Research and Development (ORD) has sponsored the development of a model for predicting rail temperatures using weather forecast data and predefined track parameters. The rail temperature prediction process was validated by comparing the model's output to rail temperatures measured at 23 sites throughout the CSX Transportation (CSXT) network between March 2012 and October 2012. Detection theory was used to evaluate the model's ability to correctly identify rail temperatures elevated above a wide range of thresholds in comparison to the current railroad practice of estimating rail temperature based on constant offsets above predicted peak ambient air temperature. The results are very favorable. Analysis indicates that use of the model offers advantages over the current practices in terms of identifying elevated rail temperatures with the potential for track buckling and that the implementation of the model as a heat slow order management tool would lead to improvements in safety without a negative economic impact on railroad operations since heat slow orders would be issued in more effective and targeted way. The model was also used to determine rail temperatures reached during past track buckle related derailments and showed that the railroad would benefit from implementation of flexible thresholds for elevated rail temperatures to identify buckling concerns.
机译:轨道温度过高导致的轨道弯曲可能会导致脱轨,并带来严重后果。为了最大程度地降低脱轨的风险,通常在预计铁路温度升高并且会增加轨道弯曲风险的区域中,对轨道部分发布慢速订单。联邦铁路管理局(FRA)的研究与发展办公室(ORD)赞助了使用天气预报数据和预定义的轨道参数来预测铁路温度的模型的开发。通过将模型的输出与2012年3月至2012年10月期间在CSX Transportation(CSXT)网络中23个站点测得的轨道温度进行比较,验证了轨道温度预测过程。使用检测理论评估模型正确识别高于1600°C升高的轨道温度的能力。与当前的铁路实践相比,基于基于高于预测的峰值环境空气温度的恒定偏移量估算轨道温度的阈值范围更广。结果是非常有利的。分析表明,使用该模型相对于当前的做法在识别升高的铁路温度方面具有优势,这可能会导致轨道弯曲,并且该模型作为热慢订单管理工具的实施将导致安全性的提高而不会带来负面的经济影响。由于将以更有效和更有针对性的方式发出热慢订单,因此对铁路运营产生了影响。该模型还用于确定在过去的与轨道扣相关的脱轨过程中达到的铁路温度,并表明铁路将受益于实施灵活的提高铁路温度阈值以识别屈曲问题。

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