Instrumented rail system
US-2016368510-A1 · Dec 22, 2016 · US
US9744978B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9744978-B2 |
| Application number | US-201313906883-A |
| Country | US |
| Kind code | B2 |
| Filing date | May 31, 2013 |
| Priority date | Jan 11, 2013 |
| Publication date | Aug 29, 2017 |
| Grant date | Aug 29, 2017 |
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Geo-defect repair modeling is provided. A method includes logically dividing a railroad network according to spatial and temporal dimensions with respect to historical data collected. The spatial dimensions include line segments of a specified length and the temporal dimensions include inspection run data for inspections performed for each of the line segments over a period of time. The method also includes creating a track deterioration model from the historical data, identifying geo-defects occurring at each inspection run from the track deterioration model, calculating a track deterioration condition from the track deterioration model by analyzing quantified changes in the geo-defects measured at each inspection run, and calculating a derailment risk based on track conditions determined from the inspection run data and the track deterioration condition. The method further includes determining a repair decision for each of the geo-defects based on the derailment risk and costs associated with previous comparable repairs.
Opening claim text (preview).
What is claimed is: 1. A system, comprising: a computer processor; a storage device communicatively coupled to the computer processor, the storage device storing historical data collected for a railroad network; and an application executable by the computer processor, the application configured to implement a method, the method comprising: logically dividing the railroad network according to spatial and temporal dimensions with respect to the historical data collected for the railroad network, the spatial dimensions including line segments of a specified length and the temporal dimensions including inspection run data for inspections performed for each of the line segments over a specified period of time; creating a track deterioration model from the historical data and corresponding spatial and temporal dimensions, current track conditions, and traffic data; identifying geo-defects occurring at each inspection run from the track deterioration model, the geo-defects identified from data sets of the historical data according to the spatial and temporal dimensions; calculating a track deterioration condition from the track deterioration model, the track deterioration condition calculated by analyzing quantified changes in the geo-defects measured at each inspection run; calculating a derailment risk based on track conditions determined from the inspection run data and from the track deterioration condition; and determining a repair decision for each of the geo-defects based on the derailment risk and historically determined costs associated with previous comparable repairs. 2. The system of claim 1 , wherein the railroad network is further divided into sections of two miles in length, and the calculating the derailment risk includes: spatially aggregating the geo-defects at a section level; temporally aggregating the geo-defects into each inspection level; and creating a record from results of the spatially aggregating and the temporally aggregating.
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