Railway track geometry defect modeling for predicting deterioration, derailment risk, and optimal repair
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.
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.