• 대한의용생체공학회:의공학회지
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• 제22권5호
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• pp.459-468
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• 2001

Average Coordinate Reference System (ACRS) 방법은 인체 보행 분석 시 발생하는 실험오타를 줄이기 위해서 개발되었다. 실험적으로 측정되어지는 운동학 데이터가 인체 모델링 분석을 수행하기 위해서 사용되어지며. 그 모델의 정확성은 그 측정된 데이터에 직접적인 연관 관계가 있다. 그러나, 인체가 보행하는 동안에 피부의 움직임과 골격구조의 변형이 발생하고 또한 운동 분석 실험장비 자체가 가지고 있는 여러 가지의 한계 때문에. 그 실험 데이터에 정확도는 의문시되어 진다 개발된 ACRS 방법은. 인체 운동분석을 수행하는 여러 종류의 시스템에 적용할 수 있는데. 본 연구에서는 ACRS 방법을 광학적으로 추적이 되는 표적을 인체의 각 세그멘트에 붙인 시스템에 적용하였다 ACRS 방법에서는. 각 세그멘트에 붙어있는 각각의 표적들이 독립적으로 그 세그멘트 안에서 국부좌표계의 원점으로 취급되어질 수 있다. 실험 과정에서 발생하는 본래부터의 오타 때문에. 각 원점에서 계산된 Euler angle은 서로 상이한 값을 갖는다 실험 초기에 측정한 보정 세그멘트 기준 프레임의 지식을 이용하면, 각 표적 위치에서 계산된 Euler angles들의 평균값을 계산할수 있고, 그 평균값은 피부의 확장과 회전의 영향을 최소화한 값이다. 운동분석에 일반적으로 적응되는 Euler angle 방법과 개발된 ACRS 방법을 비교하여 보면. ACRS 방법을 사용하였을 때 오차가 줄어들었다 만약에, 보행 실험 데이터에 오타가 존재하지 않는다면, 절대좌표계를 사용한 무릎 관절의 분리와 관통된 거리는 일회 보행구간 동안에 제로가 될 것으로 생각된다. 일반적으로 적용되는 Euler angle 방법을 적용하였을 때, 분리와 관통된 거리는 약 18 mm 가지 분포가 되었고, 개발된 ACRS 방법을 사용하였을 시에는 약 12 mm 까지 분포가 되었다.

• 한국농공학회지
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• 제30권3호
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• pp.58-68
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• 1988

Most of the Korean watersheds are mountaineous and consist of various soil types and land uses And seldom watersheds are found to have long term hydrologic records. The SNUA, a hydrologic watershed model was developed to meet the unique characteristics of Korean watershed and simulate the storm hydrographs from a small mountaineous watershed. Also the applicability of the model was tested by comparing the simulated storm hydrographs and the observed from Dochuk watershed, Gwangjugun, Kyunggido The conclusions obtained in this study could be summarized as follows ; 1. The model includes the simulation of interception, evaporation and infiltration for land surface hydrologic cycle on the single storm basis and the flow routing features for both overland and channel systems. 2. Net rainfall is estimated from the continuous computation of water balance at the surface of interception storage accounting for the rainfall intensities and the evaporation losses at each time step. 3. Excess rainfall is calculated by the abstraction of infiltration loss estimated by the Green and Ainpt Model from the net rainfall. 4. A momentum equation in the form of kinematic wave representation is solved by the finite differential method to obtain the runoff rate at the exit of the watershed. 5. The developed SNUA Model is a type of distributed and event model that considers the spatial distribution of the watershed parameters and simulates the hydrograph on a single storm basis. 6. The results of verification test show that the simulated peak flows agree with the observed in the occurence time but have relative enors in the range of 5.4-40.6% in various flow rates and also show that the simulated total runoff have 6.9-32% of relative errors against the observed. 7. To improve the applicability of the model, it was thought that more studies like the application test to the other watersheds of various types or the addition of the other hydrologk components describing subsurface storages are needed.

• 한국운동역학회지
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• 제21권4호
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• pp.495-501
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• 2011

The purpose of this study was to develop the inertial sensor module system to detect gait event using single angular rate sensor(gyroscope), and evaluate the accuracy of this system. This sensor module is attached at the heel and gait events such as heel strike, foot flat, heel off, toe off are detected by using proposed automatic event detection algorithm. The developed algorithm detect characteristics of pitch data of the gyroscope to find gait event. To evaluate the accuracy of system, 3D motion capture system was used and synchronized with sensor module system for comparison of gait event timings. In experiment, 6 subjects performed 5 trials level walking with 3 different conditions such as slow, preferred and fast. Results showed that gait event timings by sensor module system are similar to that by kinematic data, because maximum absolute errors were under 37.4msec regardless of gait velocity. Therefore, this system can be used to detect gait events. Although this system has advantages of small, light weight, long-term monitoring and high accuracy, it is necessary to improve the system to get other gait information such as gait velocity, stride length, step width and joint angles.

• 대한전자공학회논문지TC
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• 제48권10호
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• pp.20-28
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• 2011

이 논문은 위성항법시스템의 문제점인 위치오차와 실외음영지역을 해소하기 위하여 위성항법시스템과 비전시스템을 융합한 신뢰성있는 고정밀 측위 기술을 제안하였다. 동적단독측위에서 이동체는 이동 위치에 따라 사용할 수 있는 위성항법시스템의 수가 변화한다, 위치 측위를 위해서는 최소 4개 이상의 위성항법시스템으로부터 위치정보데이터를 수신 받아야 한다. 그러나 도심지역에서는 고층건물이나 장애물 또는 반사파에 의해 정확한 위치측위가 어렵다. 이러한 문제점을 해결하기 위하여 비전 시스템을 이용하였다. 위성항법시스템을 사용하기 열악한 도심지역의 특정 건물에 정확한 위치값을 결정해 놓는다. 그리고 비전시스템을 통해 특정 건물을 인식하고, 인식된 건물을 이용하여 위치오차를 보정해 준다. 이동체는 이동하면서 비전시스템을 이용하여 특정 건물을 인식하며 위치 데이터값을 만들어내고, 위치계산을 수정하여 안정되고 신뢰성있는 고정밀 위치측위를 할 수 있다.

• 한국측량학회지
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• 제34권2호
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• pp.153-159
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• 2016

Rivers refer to either natural or artificial structures whose primary functions are flood control and water conservation. Due to recent localized torrential downpours led by climate change, large amounts of eroded soil have been carried away, forming deposits downstream, which in turn degrades the capacity to fulfill these functions. To manage rivers more effectively, we need data on riverbed erosion and deposition. However, environmental factors make it challenging to take measurements in rivers, and data errors tend to prevent researchers from grasping the current state of erosions and deposits. In this context, the aim of the present study is to provide basic data required for river management. To this end, the author made annual measurements with a Real-time Kinematic-Global Positioning System (RTK-GPS) and a total station in Pats Cabin Canyon, Oregon, United States, and also prepared thematic maps of erosion and deposition thickness as well as water depth profiles based on a GIS spatial analysis. Furthermore, the author statistically analyzed the accuracy of three dimensional (3D) measurement points and only used the data that falls within two standard deviations (i.e. ±2σ). In addition, the author determined a threshold for a DEM of Difference (DoD) by installing measurement points in the rivers and taking measurements, and then estimated erosion and deposition thickness within a confidence interval of ±0.1m. Based on the results, the author established reliable data on river depth profiles and thematic maps of erosion and deposition thickness using pre-determined work flows. It is anticipated that the riverbed data can be utilized for effective river management.

• 드라이브 ㆍ 컨트롤
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• 제13권1호
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• pp.18-26
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• 2016

This research is conducted to develop an automatic steering system for parallel parking, and the performance of the system was evaluated by parallel parking a conventional vehicle. The automatic steering system consisted of MDPS (motor driven power steering) to control steering, ESC (electronic stability control) to acquire wheel speed, ultrasonic sensors to recognize the parking space, and a controller to communicate and handle data. The parallel parking process using the automatic steering control consisted of parking space recognition, parking path generation, and parking path tracking. The path for parallel parking was generated based on a kinematic model of a conventional vehicle, and a PI controller was used to control the steering angle for path tracking. Parallel parking using the automatic steering control was conducted according to vehicle speed conditions. The results show that the errors on the x-axis and y-axis were below 0.54 m and 0.14 m, respectively, and the error on the steering angle was less than $1^{\circ}$. Therefore, it is possible to implement parallel parking using an automatic steering control system for conventional vehicles.

• 한국측량학회지
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• 제37권5호
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• pp.379-388
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• 2019

Recently, a technique for acquiring spatial information data using UAV (Unmanned Aerial Vehicle) has been greatly developed. It is a very crucial issue of the GIS (Geographic Information System) mapping system that passes way point in the unmanned airframe and finally measures the accurate image and stable localization to the desired destination. Though positioning using DGPS (Differential Global Navigation System) or RTK-GPS (Real Time Kinematic-GPS) guarantee highly accurate, they are more expensive than the construction of a single positioning system using a single GPS. In the case of a low-priced single GPS system, the stability of the positioning data deteriorates. Therefore, it is necessary to supplement the uncertainty of the absolute position data of the UAV and to improve the accuracy of the current position data economically in the operating state of the UAV. The aim of this study was to present an algorithm enhancing the stability of position data in a single GPS mode of UAV with multiple GPS. First, the arrangement of multiple GPS receivers through the center of gravity of the UAV were examined. Next, MD (Mahalanobis Distance) is applied to detect instantaneous errors of GPS data in advance and eliminate outliers to increase the accuracy of previously collected multiple GPS data. Processing procedure for multiple GPS reception data by applying the center of the triangular method were presented to improve the position accuracy. Second, UAV navigation systems integrated multiple GPS through configuration of the UAV specifications were implemented. Using the unmanned airframe equipped with multiple GPS receivers, GPS data is measured with the TCM (Triangular Center Method). In addition, UAV equipped with multiple GPS were operated in study area and locational accuracy of multiple GPS of UAV with VRS (Virtual Reference Station) GNSS surveying were compared. The result showed that the error factors are compensated, and the error range are reduced, resulting in the reliability of the corrected value. In conclusion, the result in this paper is expected to realize high-precision position estimation at low cost in UAV using multiple low-cost GPS receivers.

• Journal of Positioning, Navigation, and Timing
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• 제12권3호
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• pp.215-228
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• 2023

The State Space Representation (SSR) method provides individual corrections for each Global Navigation Satellite System (GNSS) error components. This method can lead to less bandwidth for transmission and allows selective use of each correction. Precise Point Positioning (PPP) - Real-Time Kinematic (RTK) is one of the carrier-based precise positioning techniques using SSR correction. This technique enables high-precision positioning with a fast convergence time by providing atmospheric correction as well as satellite orbit and clock correction. Currently, the positioning service that supports PPP-RTK technology is the Quazi-Zenith Satellite System Centimeter Level Augmentation System (QZSS CLAS) in Japan. A system that provides correction for each GNSS error component, such as QZSS CLAS, requires monitoring of each error component to provide reliable correction and integrity information to the user. In this study, we conducted an analysis of the performance of residual error bounding for each error component. To assess this performance, we utilized the correction and quality indicators provided by QZSS CLAS. Performance analyses included the range domain, dispersive part, non-dispersive part, and satellite orbit/clock part. The residual root mean square (RMS) of CLAS correction for the range domain approximated 0.0369 m, and the residual RMS for both dispersive and non-dispersive components is around 0.0363 m. It has also been confirmed that the residual errors are properly bounded by the integrity parameters. However, the satellite orbit and clock part have a larger residual of about 0.6508 m, and it was confirmed that this residual was not bounded by the integrity parameters. Users who rely solely on satellite orbit and clock correction, particularly maritime users, thus should exercise caution when utilizing QZSS CLAS.

• 대한원격탐사학회지
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• 제29권1호
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• pp.95-104
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• 2013

3-5 ${\mu}m$ 파장대의 중적외선 영상으로부터 정밀한 절대온도를 추정하기 위해서는 지표 복사율, 대기효과, 낮 영상의 경우 반사되는 태양빛에 대한 정보를 필요로 하며, 이는 온도 추정 시 오차를 발생시키는 주요 원인이 된다. 이 연구는 이를 해결하기 위해 상대적인 온도 차이를 추정하는 방법을 제안하고자 한다. 제안된 알고리즘의 기본 방향은 온도 추정을 위한 입력자료를 최소화 시키는 것이다. 이를 위해 인접한 지역에 위치한 두 대상물체가 받는 대기효과는 동일하다고 가정하였으며 MODTRAN 및 ASTER spectral library로부터 입력자료를 단순화 시키는 연구가 수행되었다. 시뮬레이션 연구 결과 제안된 상대온도추정알고리즘의 정밀도는 300 K의 온도에서 0.1의 지표 복사율 오차에 대해 2 K 이내의 비교적 높은 정밀도를 나타냈다. 그러나 낮 영상에서 저온인 경우에는 정밀도가 크게 감소하였다. 알고리즘의 검증을 위해 MODIS band 23 중적외선 낮 영상에 적용하였으며, 이를 MODIS LST 자료와 비교를 수행한 결과 $0.485{\pm}1.552$ K의 오차를 나타내었다. 이 결과로부터 제안된 알고리즘이 외부 입력자료를 필요로 하지 않고 단지 영상 만으로부터 비교적 높은 정밀도로 온도 추정이 가능함을 보였다. 그러나 제안된 알고리즘은 상대온도만을 알 수 있으며, 절대온도를 추정하기 위해서는 기준온도에 대한 정보가 필요하다는 한계점도 있다.