• Title/Summary/Keyword: Track measurement

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A Study on the Optimal Data Association in Multi-Target Tracking by Hopfield Neural Network (홉필드 신경망을 이용한 다중 표적 추적이 데이터 결합 최적화에 대한 연구)

  • Lee, Yang-Weon;Jeong, Hong
    • Journal of the Korean Institute of Telematics and Electronics B
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    • v.33B no.6
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    • pp.186-197
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    • 1996
  • A multiple target tracking (MTT) problem is to track a number of targets in clusttered environment, where measurements may contain uncertainties of measurement origin due to clutter, missed detection, or other targets, as well as measurement noise errors. Hence, an MTT filter should be introduced to resolve this problem. In this paper, a neural network is rpoposed as an MTT filter.

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BIM based Construction Progress Monitoring System Integrated with IOT (사물인터넷을 활용한 BIM기반 건설 진도율 모니터링 시스템)

  • Son, Sang-Hyuk;Lee, Dong-Eun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.05a
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    • pp.130-131
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    • 2015
  • Accurate construction progress measurement is an important issue for successful project delivery. This paper presents a method that keeps track of the progress measurement involved in construction operations and facilities visualization of the data using BIM and IOT. To verify the method, a residential house project was used for the case study. Test case verifies the usability and validity of the method implemented in the system.

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Development of Two Dimensional Position Measuring Device for Floating Structure Using an Image Processing Method (이미지 프로세싱을 이용한 부유구조물의 2차원 위치 계측장치 개발)

  • 지명석;김성근;김상봉
    • Journal of Ocean Engineering and Technology
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    • v.8 no.2
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    • pp.166-172
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    • 1994
  • This paper presents an image processing method for two dimensional position measurement of a floating structure. This method is based on image processing technique using concept of window and threshold processing to track the target object. The experimental results for position measurement of the target object in two dimensional water tank demonstrate the validity of this method.

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Determination of the number of 235U target nuclei in the irregular target using a fission time projection chamber

  • Jiajun Zhang;Jun Xiao;Junjie Sun;Mingzhi Zhang;Taiping Peng;Pu Zheng
    • Nuclear Engineering and Technology
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    • v.56 no.2
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    • pp.444-450
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    • 2024
  • Based on multiple measurements of ionization loss, the Time Projection Chamber (TPC) combines strong tracking ability with particle identification ability in a large momentum range, which is an important advantage of TPC detection technology over traditional ionization measurement technology. According to these two characteristics of TPC, applying it to the measurement of fission cross-section can greatly improve the measurement accuracy. During the measurement of the fission cross-section, the number of target nuclei is required to be accurately measured. So this paper introduces a method for measuring the number of 235U target nuclei using a fission TPC system. The measurement result agrees with the reference value, and relative error is around 1 %.

The Analysis and Field Measurement of Longitudinal Track Forces for Long Railroad Bridges (교량상 궤도축력의 해석 및 실측결과 비교)

  • Kang, Kee Dong;Park, Jong Bang;Kim, In Jae;Park, Dae Geun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.14 no.4
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    • pp.907-913
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    • 1994
  • The design of railroad bridges differs from road bridges because of the interface between track structure and bridge structure. The track generally consists of Continuous Welded Rail(CWR) which is fixed by fasteners to the sleepers embedded in the ballast. The ballast provides the interface between the track structure and the bridge structure. Large longitudinal forces can develop from the temperature variation in rail and bridge structure. These longitudinal forces are specially important for long bridges because the bridge layout for span length, pier dimensions and arrangement and type of bearings can be governed by these forces. This report provides a comparison of longitudinal track forces determined by analysis and actual measured track forces. In recent practice the longitudinal track force for European railways is analyzed using a finite element analysis method. This method is very time-consuming and requires the detail design of the bridge to be complete. Redesign is required if the design criteria for longitudinal track forces are not satisfied. There is a need to develop a simple analysis method considering the large number of bridge structures and a relatively short design time on the Korean High Speed Rail Project. The analysis results presented herein, based on a simplified analysis, show good agreement with those obtained by finite element analysis, as well as with those measured on an actual track. The proposed analysis method is particularly useful for the preliminary design of bridge structures.

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A Study on the accuracy of Rangefinder between vessels by use of GPS (GPS를 이용한 선간거리계의 정확도에 관한 연구)

  • 김광홍
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.35 no.3
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    • pp.215-226
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    • 1999
  • The experimented rangefinder consist of sets of V/A-Code GPS and sets of L1 C/A-code & carrier phase receivers connected by two spread spectrum radio modems in order to measure relative range and bearing between two ship antennas by real time, comparing and analyzing accuracy of both GPS receivers at the fix point on the land by means of executing zero baseline test by C/A code and by carrier phase as well as measuring distance range 5m, 10m, 15m between each other receivers. The results from the measurement of relative range and bearing are as follows as ;1. According to the results from zero baseline test, the average error by C/A-code receiver is less than 0.1m, which proves theories from published books but when each GPS receivers track different satellites, the range accuracy error becomes up to 100m by means of S/A. Because of this sudden wide range error, rangefinder is not appropriate at relative range measurement without additional modification of the algorism of the GPS receiver itself.2. According to relative range measurement by Carrier Phase and zero baseline test at static condition, the range error is less than 3.5cm in case that it passes more than 5 minutes after GPS sets can track simultaneously more than 6 satellites. Its main reason is understood that the phase center of antenna is bigger than geodetic antenna.3. When range measurement of two receivers from 5m, to 10m to 15m, the each range error is 0.340m, 0.190m, 0.011m and each standard variation is 0.0973m, 0.0884m, 0.0790m. The range error and standard variation are in inverse proportion to distance between two receivers. 4. L1 Carrier Phase GPS generally needs 5 minutes to fix and during this ambiguity search, the relative range and bearing angle is shown to be various.

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Development of Relative Calibration Method for Measurement of Radon and Application (라돈농도 측정을 위한 고체비적검출기의 상대교정법 개발 및 응용)

  • Park, Young-Woong;Yang, Hyun-Soo
    • Journal of Radiation Protection and Research
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    • v.22 no.4
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    • pp.243-250
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    • 1997
  • A relative-calibration-method of solid-state-track-detector for measurement of radon in air has been developed, and the concentration of radon in each room of a 15th-floor-apartment was measured by using the relative calibrated SSTD. There is a tendency to decrease the concentration of radon when the floor is higher, but the main factor to reduce the concentration of radon in room appeared to be ventilation rate. Average concentration of radon of the 15th-floor-apartment was $1.50{\pm}0.51pCi/l$, and the highest and the lowest concentration of radon were $2.68{\pm}0.32pCi/l$, $0.69{\pm}0.16pCi/l$ respectively.

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Analysis of Return Current Effect for Track Circuit on Ho-Nam high Speed Line (고속열차 운행에 따른 호남고속철도 궤도회로 귀선전류 영향 분석)

  • Baek, Jong-hyen
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.42 no.5
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    • pp.1110-1116
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    • 2017
  • Depending on the operating characteristics, track circuit is installed for the purpose of direct or indirect control of the signal device, point switch machine and other security device. These are mainly used for train detection, transmission of information, broken rail detection and transmission of return current. Especially, the return current is related to signal system, power system and catenary line, and track circuit systems. It is one of the most important component shall be dealt for the safety of track side staff and for the protection of railway-related electrical system according to electrification. Therefore, an accurate analysis of the return current is needed to prevent the return current unbalance and the system induced disorder and failure due to an over current condition. Also, if the malfunction occurred by the return current harmonics, it can cause problems including train operation interruption. In this paper, we presented measurement and analysis method at return current and it's harmonics by high speed train operation on the honam high speed line.

Prediction of Track Quality Index (TQI) Using Vehicle Acceleration Data based on Machine Learning (차량가속도데이터를 이용한 머신러닝 기반의 궤도품질지수(TQI) 예측)

  • Choi, Chanyong;Kim, Hunki;Kim, Young Cheul;Kim, Sang-su
    • Journal of the Korean Geosynthetics Society
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    • v.19 no.1
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    • pp.45-53
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    • 2020
  • There is an increasing tendency to try to make predictive analysis using measurement data based on machine learning techniques in the railway industries. In this paper, it was predicted that Track quality index (TQI) using vehicle acceleration data based on the machine learning method. The XGB (XGBoost) was the most accurate with 85% in the all data sets. Unlike the SVM model with a single algorithm, the RF and XGB model with a ensemble system were considered to be good at the prediction performance. In the case of the Surface TQI, it is shown that the acceleration of the z axis is highly related to the vertical direction and is in good agreement with the previous studies. Therefore, it is appropriate to apply the model with the ensemble algorithm to predict the track quality index using the vehicle vibration acceleration data because the accuracy may vary depending on the applied model in the machine learning methods.

Evaluation of Rail Fatigue and Bending Fatigue Considering Concrete Track Condition (콘크리트도상(STEDEF)의 선로조건을 고려한 레일휨응력 예측과 피로수명 산출)

  • Lee, Soo-hyung;Kang, You-song;Park, Yong-gul
    • Journal of the Korean Society for Railway
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    • v.20 no.5
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    • pp.658-667
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    • 2017
  • Rail is the main track component, playing the most important role in safe railways. For the sake of safety, it is strictly required to secure reliability against fatigue and destruction of rail. In this paper, by field measurement on concrete track, it is confirmed that the rail surface roughness and rail bending stress are linearly correlated with each other; the bending stress of rail can be presented as a function of train speed, track support stiffness, and rail surface roughness. The fatigue life of rail can be estimated by deriving the S-N curve through the fatigue test.