Development of overhead line maintenance applying high frequency data collecting system 1 1 Hiroshi YAMAMOTO , Toshihide KISHI , Atsuhiro TAKAHASHI 1. 1 East Japan Railway Company, Saitama-City. JAPAN Contact: e-mail :yamamoto-hi@jreast.co.jp Abstract JR East is developing an overhead line condition monitoring system to be equipped on operating train so as to obtain high frequent data about overhead line. We are testing and evaluating the system. If the result is good, we would plan to extend the maintenance system on operating train to mainly convention lines. And for the purpose of expanding the replacement period of overhead line, it is necessary to develop methods to predict local wear of contact wire. We aim to bring the rational maintenance on our daily work by analyzing high frequency data measured by operating train. 1. Introduction If overhead lines equipment is broken, much time for the repair is needed. It results a large-scale transportation interruption. We have to grasp the condition of overhead line by various inspections regularly. One of these inspections includes measuring of contact wire on track inspection car applying the laser beam technology. The conditional lines measuring on the inspection train is operating 4 times a year. From this measured data, maintenance staffs plan the repair and replacement of contact wire. However, we often replace the wire at an early stage before breaking down because of making decision of maintenance in a few measuring frequencies. The maintenance cost of electrification infrastructure was about 20 billion yen a year in 2012. In particular, maintenance of overhead line was 56% of the cost, and 80% of the maintenance was local wear. For solving the problem, we are developing an overhead line condition monitoring system to be equipped on operating train of Yamanote Line. It is able to measure the condition of contact wire and feeder line connection whenever the operating train runs. The more data, the more equipment condition could be grasped. And, the more data, the more detail analyzing would be possible. In this paper, we introduce current measuring of contact wire on inspection train. And, we introduce our efforts of the overhead line condition monitoring system on operating train and prediction of local wear by analyzing the monitoring data. For the purpose of rational maintenance management, we are going to make dimension of maintenance, actually repair, and estimate. The result would be expected maintenance cost down. We aim to come true deeper condition based maintenance (CBM). 2. Current measurement by inspection car In JR East, it is measured condition of equipment composed overhead line by using an electric and track inspection car, which we call “East-i”. And, the measured data manages maintenance of the line equipment on all Shinkansen lines and conventional lines (Fig.1). The measured items include wear (residual diameter) of contact wire, deviation, height, hard spots, and impact of Fig.1 Electric and track inspection car for conventional Lines (East-i) 1 pantograph. Moreover it is measured interval distance and length of both lines in parallel zone or cross point. And, these measured values are recorded continuously as the condition data of overhead line. However, the East-i runs only four times a year on conventional lines, so we are not able to monitor in detail the change of condition. It is empirically known that wear is making rapid progress in local wear of contact wire, and that local wear is caused by factor such as 1) separation between pantographs and contact wire, 2) sliding of auxiliary contact strip of pantograph due to excessive deviation, 3) hard spot on connection point or connector attached point Fig.2 Main causes of local wear of contact wire based experienced knowledge on contact wire. Fig.2 shows these causes of local wear. The local wear is found from the data processed by the measuring system on East-i. And we simply judges whether data from the measuring system exceed the threshold for the residual diameter of wire. From the data, we are not able to find the cause (height, deviation, etc.) that lead to local wear. Therefore, from the data it is not enough to prevent local wear or reduce the amount of wearing. If overhead line is cut off, serious operation disruption would occur. So, it is needed to replace overhead line before the wear reaches the limit. And the replace of the line costs a great deal. If local wear of contact wire is progressing, several ten meters contact wire is inserted and the both ends of the wire are connected to the conventional wire. And so, it is possible that the wear of contact wire makes progress again at the connection point due to connector’s own weight. For both reasons of risk management and cost reduction, a new maintenance management approach is needed. That is, the factor causing local wear is determined by analyzing measuring data of contact wire, repair overhead line, and estimate by measuring again. Fig.3 shows the maintenance management circle. Against the background of this situation, we are developing an overhead line condition monitoring system equipped on operating train to obtain high frequency data of overhead line. We are also studying methods to predict points of where contact wire wears and amount of how much wears, based on the statistical correlation between the amount of wear and other parameters (height and deviation of contact wire etc.). The correlation and tendency of contact wire wear will be analyzed from past data measured by overhead line condition monitoring system equipped on East-i. Improvement of the prediction is expected by the analysis methods that have made great technical advances in recent years. Fig.3 Maintenance management circle to prevent local wear of contact wire 2 3. Monitoring of overhead line by operating train From fiscal 2008 to 2013, we conducted running tests to check a prototype overhead line condition monitoring (1) system, which has a function measuring contact wire . The system was installed on the MUE-Train, a multipurpose test train of JR East. Based on the results of tests using the prototype equipped on the MUE-Train, we had developed an overhead line condition monitoring system equipped on the new type preproduction operating car on Yamanote Line in 2015. We call the operating series car “E235” and the monitoring system the operating model. Components of this operating model are concentrated in a rooftop unit and in an underfloor unit cabinet, and the operating model consists of rooftop devices and a control unit installed under the floor. The control unit is linked with the rooftop devices and the train control system. Fig.4 shows block diagram of the operating model. The operating model automatically obtains on time information of location (line name, line type, and kilometer), running speed, and train number. Adding the information to the monitoring data is made possible to simplify the onboard devices and achieve unmanned operation. The operating model has a function, which is 1) measuring the mostly same data item as East-i, 2) recording the data in the onboard unit under the floor, 3) transferring the data to ground terminal in maintenance office. In addition, the operating model also has a function of giving the alarm when an abnormal condition is detected. Table 1 shows the classified table of the function of the operating model. Fig.4 Block diagram of overhead line condition monitoring system equipped on operating train Table 1 Functions of overhead line condition monitoring system equipped on operating train (operating model) Sensor Pantograph accelerometer Optical sensor separation Pantograph monitoring camera Contact wire height and deviation detector (Rotary laser device) Contact wire wear detector (infrared LED device) Detected item Detects impact of pantograph with metal fittings and obstructions Detects arcs generated when pantograph separates from contact wire Checks status of pantograph contact with contact wire Measures height and deviation of contact wire Measures contact wire wear (residual diameter) and detects electric poles Because the operating train repeatedly runs, the operating model is able to measure high frequency data, which is the mostly same data item as East-i. We expect that it is possible to identify in detail changes in the condition of contact wire from high frequency data. Consequently, the identification should bring to analyze causes of local wear of contact wire, which could lead to deterioration of the overhead line. In 2016, E235 is going to run as business on Yamanote Line, where the car runs on the same section up to max 17 times a day. We expect to obtain data hundreds of times more frequently than data measured by East-i. Fig.5 Outside of the operating model new operating train, E235 on Yamanote Line 3 We are planning to verify the effects of more high frequent data acquisition. Fig.5 shows outside of the operating model on E235. In the following, we describe the measurement system. 3.1 Contact wire condition detector Fig.6 shows the picture of the pantograph with accelerometer, UV arc detector (optical separation sensor), and isolation unit, which extracts the data from high voltage part. The detector has a function to detect in real time the pantograph impact or the separation between pantograph Fig.6 Contact wire condition detector and contact wire, which is occurred by abnormal condition in overhead line system. The detector also has a function to automatically issue an alarm by radio to the maintenance-related departments as soon as abnormal condition is detected. 3.2 Measuring device of contact wire wear, height, and deviation About the measuring device installed on East-i, the height of contact wire is measured by applying a potentiometer linked to vertical movement of pantograph, and the wear and deviation is measured by detecting a reflex of laser beam. The device is so complex and large that the components of the device are installed not only on East-i rooftop but in East-i. However, the measuring device on operating train, they need to be simple and compact because it is not allowed to occupy the components in the train. So, it was not able to install the same device as East-i to E235. That is, the specification of the detectors is demanded that it is not an obstacle in the cabin, and that the size is installed onto the train rooftop within the rolling stock clearance. So, we have adopted a smaller laser positioning device to measure the height and deviation of contact wires. With four synchronized laser positioning devices placed in parallel, the detector can have a quarter intervals of one device, and be more compact-sized. Further, the height and deviation detector need no bodily protection to laser beam emission because the detector is able to use small intensity of laser beam of the model categorized as class 1. The wear detector is used high-intensity infrared LEDs as the light source, and measured by detecting the reflection from contact wire. The detector also needs no bodily protection to laser beam emission. Fig.7 shows the picture Fig.7 Measuring device of contact wire wear, height, and deviation of the detectors. 3.3 RFID tag with sensor and reader We have developed a RFID tag with a sensor and a reader as the device which collects data for maintenance efficiently from the sensor installed along a railroad track. The tag with sensor is supplied the power with which a photovoltaic panel and an electric double layer capacitor are combined. If electromagnetic power wire Fig.8 RFID tag with temperature sensor were to be used, the tag would be too large to be attached on feeder on DC 1.5 kV feeder line line. Fig.8 shows the picture of the tag on an aged feeder connect joint. We estimate that this RFID tag could function for 10 years continuously. Because this tag is installed in the high-voltage line, the measured value is transmitted by radio at small power. 4 The specification of the radio communication of the tag with sensor is based on IEEE802.15.4. But, a protocol has developed originally, and it isn't based on the so-called ZigBee standard specification. The protocol is designed that the measured data is received into a reader equipped on a train which runs at most 130 km/h speed. About the reader, we have also equipped this device on E235. Fig.9 shows the picture of the reader antenna on the roof of E235. The antenna receives data measured by a RFID tag with sensor, and the data transfers through Fig.9 The reader antenna on E235 for data from RFID tag control unit in E235 to ground terminal in maintenance office by radio. The schematic diagram is shown in Fig.10. Fig.10 Schematic diagram of data in RFID tag Fig.11 Data of Contact wire wear, deviation, and height measured by E235 and East-i 3.4 Data measured by the monitoring system Fig.11 shows the data measured by the operating model equipped on E235. The data is indicated contact wire wear, deviation, height. And the same data measured by East-i is indicated in this figure. We compared the two of data, and found they were almost similar, but the data measured by E235 included more noise than one by East-i. It is because the data by E235 is the raw value which is not processed noise-cut. The other side, we convince that the noise would be cancelled by acquiring high frequency data, that is, the more data, the less variable of data is, and the error in the data is smaller. We are going to estimate high frequency data further. 4. Prediction of the local wear amount of contact wire 4.1 Analysis data We expect to be able to find unknown correlation and regularity from various big monitoring data of overhead line by applying the latest data analysis technologies. This is related to expand in addition to proving the generation mechanism of local contact wire wear based on analysis results instead of an empirical assumption. First, we tried to select out local-wear-generating factors that was measured by East-i. In this effort, we set the measured data and its secondary progressing data to the explanatory variables. These variables 5 are shown in Table 2. And we set local wear amount of contact wire in the point, where was indicated attention by East-i, to the objective variable. 4.2 Problems in data analysis and further efforts We observed some differences of individual data measured at three months intervals by East-i. We found cases, which the residual diameter of contact wire was increasing over time instead of normally decreasing (wearing). And we found data containing noise, which was irregular reflection noise of laser beam due to rough surface of contact wire damaged by pantograph contact strips. Furthermore, we found data containing positioning error attributed to incorrect measurement position whenever East-i run, due to miss-detection of electric poles and dynamic variability of wheel diameter counting kilometer. As the result, the predicated value of contact wire wear is different from the practice value. For solving these problems, we considered a data mining, which was the way of cleaning noise and corresponding each measurement position. And so, it was possible to bring predicted wear waveform close to an actual measured waveform as shown in Fig.12. In this figure, we calculated predicted waveform based on measured value in a year and half ago, and we compared between the predicated waveform and the measured waveform. The both waveforms were identical mostly and we convinced that the prediction method was improved. We are planning to analyze the high frequency data by E235 from now on. We are verifying that it would be shown the improvement of the prediction precision. If the improvement is realized, the reasonable maintenance of overhead line would be advanced greatly. Table 2 List Data Analyzed (selected) Explanatory variable Details or example Structure of Simple catenary, compound catenary, overhead line integrated catenary, Type of contact wire GT-Sn110º, GT-M-Sn170º, etc Height Height of contact wire above track surface Height variance Height variance of latest three measurements Wear Residual diameter contact wire Wear difference Wear differences before each of latest three measurements and current measurement Dynamic deviation Deviation of contact wire from center of track Gradient Gradient of contact wire between span Hard spot Vertical impact acceleration of pantograph Pantograph impact Impact acceleration of pantograph in track longitudinal direction Train speed Train running speed Fig.12 Result compared predict data with measured data by cancelling noise 4. Conclusion JR East has been mainly managing contact wire wear based on data measured by East-i. This is one example of CBM in railway electrification infrastructure. It is forecasted in near future that it would be coming the time of decrease of maintenance engineers and maintenance cost reduction. However, it is requested the more safety and more economic efficiency in maintenance management. For solving these problems, it will be necessary to deepen CBM and innovate drastically the style of maintenance work for electrification infrastructure. We are advancing development of the innovation scheme to utilize collected data for decision-making of maintenance, which we call the “Smart Maintenance Railway”. Reference: 1) A.Takahashi, T.Kishi, H.Yamamoto, “Overhead Contact Line Monitoring and Prediction of Contact Wire Localized Wear Points”, JR EAST Technical Review No.29 P22-P25 (2014) 6