• 한국응급구조학회지
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• 제12권3호
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• pp.27-41
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• 2008

Purpose : The purpose of this study was to supply basic data for the impact on the accuracy of basic CPR according to position and foot-board height of basic CPR provider. Methods : Study design was within - group design. Subjects were 25 EMT-P Students in K city. Interventions was basic CPR performed on a resuscitation manikin placed on a hospital bed, kneeling on the bed adjacent to the manikin. Data was analyzed using descriptive statistics and Friedman test. Results : In case of the basic CPR performed on a resuscitation manikin placed on a hospital bed, ventilation accuracy was the highest in less than 160 cm height, foot-board height : $34.2{\pm}1.48cm$, 91.4% and in 161-165 cm height, foot-board height : $26.0{\pm}2.14cm$, 88.4% and in 171-175 cm height, foot-board height : $23.0{\pm}1.41cm$, 91.3% and in the above 176 cm, kneeling on the bed, 95%. Chest compression accuracy was the highest in less than 160 cm height, foot-board height : $30.2{\pm}1.48cm$, 95.6% and in 161-165 cm height, kneeling on the bed, 97.6% and in 171-175 cm height, kneeling on the bed, 98.5% and in the above 176 cm, kneeling on the bed, 98.7% and foot-board height : $20.5{\pm}1.91cm$, 98.7%. Chest compression error was due to too weak : 2.0-35.4 times. There were ststistically significant differences in 191-195 cm group according to chest compression mean depths($x^2=10.824$, p = .013) and chest compression error (p = .040). Conclusion : In contrast to current guidelines, the position and foot-board height of basic CPR provider are very important to the accuracy of the basic CPR. Furthermore, we recommend that a using real time audiovisual feedaback system significantly improve the quality of chest compression and ventilation during resuscitation.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2004년도 춘계학술발표회논문집
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• pp.337-343
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• 2004

Spatial information could be obtained from spaceborne high resolution optical and synthetic aperture radar(SAR) images. However, some satellite images do not provide physical sensor information instead, rational polynomial coefficients(RPC) are available. The objectives of this study are: (1) 3-dimensional ground coordinates were computed by applying rational function model(RFM) with the RPC for the stereo pair of Ikonos images and their accuracy was evaluated. (2) Interferometric SAR(InSAR) was applied to JERS-1 images to generate DEM and its accuracy was analysis. (3) Quality of the DEM generated automatically also analyzed for different types of terrain in the study site. The overall accuracy was evaluated by comparing with GPS surveying data. The height offset in the RPC was corrected by estimating bias. In consequence, the accuracy was improved. Accuracy of the DEMs generated from InSAR with different selection of GCP was analyzed. In case of the Ikonos images, the results show that the overall RMSE was 0.23327", 0.l1625" and 13.70m in latitude, longitude and height, respectively. The height accuracy was improved after correcting the height offset in the RPC. i.e., RMSE of the height was 1.02m. As for the SAR image, RMSE of the height was 10.50m with optimal selection of GCP. For the different terrain types, the RMSE of the height for urban, forest and flat area was 23.65m, 8.54m, 0.99m, respectively for Ikonos image while the corresponding RMSE was 13.82m, 18.34m, 10.88m, respectively lot SAR image.

• 대한공간정보학회지
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• 제23권4호
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• pp.67-74
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• 2015

GNSS/Leveling기술은 GNSS기술과 Leveling기술을 이용하여 기하학적 방법으로 지오이드고를 얻을 수 있게 해주며, GNSS/Geoid기술은 GNSS기술을 통해 얻은 타원체고에서 Geoid기술을 통해 얻은 지오이드고를 제하여 정표고를 얻는 기술을 말한다. 본 연구에서는 GNSS/Geoid기술을 이용한 표고결정 정확도를 검증하기 위하여 GNSS 타원체고 측정의 정확도를 검증하고자 하였다. 연구를 위하여 경남 지역에 테스트 베드(test bed)를 선정하고 GNSS 정적측위관측을 실시하였으며, 여러 가지 해석 조건에 따라 데이터를 처리함으로써 관측조건에 따른 GNSS 타원체고 측정의 정확도를 규명하였다. 연구결과 GNSS 정적측위방법에 의한 타원체고 결정에 있어서 3cm의 목표정확도를 확보하기 위해서는 측량지역 주변부의 네 점의 기지점을 고정하여 두 시간 이상 관측하여야 하며 기선거리는 20km로 제한하여야 한다는 것을 알 수 있었다.

• 한국컴퓨터정보학회논문지
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• 제28권2호
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• pp.99-110
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• 2023

논문은 LiDAR 점군 데이터를 사용하여 흉고 직경과 수고를 예측하는 ForestLi 시스템을 제안한다. ForestLi 시스템이 LiDAR 점군 데이터를 처리하는 과정은 다음과 같이 여러 단계로 진행된다. 다운샘플링, 이상점 제거, 지표면 분할, 지표면 정규화, 수간 추출, 개체목 분할, 흉고 직경 측정, 수고 측정. LiDAR 점군 데이터를 처리하는 상용 시스템 LiDAR360은 하측 식생과 개체목 분할 오류를 사용자가 직접 수정해야 한다. ForestLi 시스템은 하측 식생에 해당하는 LiDAR 점군 데이터를 자동으로 제거한다. 결과적으로 ForestLi 시스템이 LiDAR360보다 전체 수행시간을 줄이고, 흉고 직경과 수고 예측의 정확성을 높였다. 실험을 통해서 제안된 ForestLi가 LiDAR360 시스템보다 흉고 직경과 수고 측정의 정확성과 전체 실행시간 측면에서 우수하다는 것을 보여주었다.

• 한국측량학회지
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• 제36권1호
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• pp.1-8
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• 2018

To compensate for the shortcomings of spirit leveling, research on the determination of GNSS (Global Navigation Satellite System)-derived orthometric height has been actively carried out. However, most analyses were primarily performed inland. In this study, the influences of the arrangement of control points, observation duration, and geoid model on the accuracy of the GNSS-derived orthometric height have been analyzed to suggest the proper method to apply the determination of GNSS-derived orthometric height to the leveling loop disconnected area. As a result, it was found that two known points located near the unknown points need to be fixed in the leveling loop disconnected area. Further, 3 cm level of accuracy can be achieved if the GNSS survey is performed over two days, for four hours per day. In terms of the geoid model, the latest national geoid model should be applied rather than the EGM08 (Earth Gravitational Model 2008) to minimize regional bias and increase accuracy. Future research is necessary to apply the determination of the GNSS-derived orthometric height technique as a method to connect with the islands because the vertical reference system used inland and that used for the islands in Korea are still different.

• 한국정밀공학회지
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• 제5권3호
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• pp.43-47
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• 1988

Height micrometer is a kind of end standards. It consists of a stack of gage blocks which is capable of moving up and down by a micrometer head. Height micrometer requires calibration with very high accuracy because its resolution is generally 1 .mu. m and its accuracy is higher than few micro- meters. Conventionally, comparison with gage blocks is used to calibrate height micrometer, but it is less accurate and time consuming method. A height micrometer calibration system using a laser interferometer instead of gage blocks has been developed. The measuring range of the system is 300mm, and the accuracy is better than ${\pm}0.5{\mu}m$ A new method of maintaining the laser-beam alignment is described as well.

• 한국산학기술학회논문지
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• 제19권12호
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• pp.734-739
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• 2018

우리나라의 국가산림조사는 제1차(1972년~1974년) 전국산림실태조사를 시작으로 현재 제7차(2016년~2020년) 조사가 실시되고 있다. 제1차부터 최근 제7차까지의 진행된 우리나라의 국가산림자원조사에서 흉고직경은 직경테이프를 이용하고, 수고는 측고기를 사용하여 측정하고 있다. 그러나 직경테이프의 경우 불규칙한 형태의 임목에서는 다소 큰 오차가 발생될 수 있고, 측고기의 경우 입목의 정단부까지 높이를 10cm 단위로 간접 측정하고 있어 정확도가 낮아질 수 있다. 이에 본 연구에서는 산림조사의 정확도 향상 및 고도화를 위해 SLAM의 활용 가능성을 제시하고자 하였다. 이를 위해 흉고직경 및 수고 측정을 위한 테스트베드를 설정하고, SLAM장비를 이용하여 스캔데이터를 직접 획득한 후 흉고직경 및 수고 측정 정확도를 분석하였다. 그 결과 흉고직경 및 수고를 1mm 단위까지 직접 산출 가능하였으며, 2cm 이하의 흉고직경 정확도와 1.3cm 이하의 수고 정확도를 나타냄으로써, 실무에서 충분히 활용 가능함을 제시하였다. 향후 본 연구결과를 바탕으로 표본점에 대한 스캔 데이터를 획득하고 분석을 진행할 예정이다.

• 대한원격탐사학회지
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• 제21권5호
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• pp.383-392
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• 2005

Vegetation classes, especially grass and tree classes, are often confused in classification when conventional spectral pattern recognition techniques are used to classify urban areas. This paper reports on a study to improve the classification results by using an automated process of considering height information in separating urban vegetation classes, specifically tree and grass, using three-band, high-spatial resolution, digital aerial imagery. Height information was derived photogrammetrically from stereo pair imagery using cross correlation image matching to estimate differential parallax for vegetation pixels. A threshold value of differential parallax was used to assess whether the original class was correct. The average increase in overall accuracy for three test stereo pairs was $7.8\%$, and detailed examination showed that pixels reclassified as grass improved the overall accuracy more than pixels reclassified as tree. Visual examination and statistical accuracy assessment of four test areas showed improvement in vegetation classification with the increase in accuracy ranging from $3.7\%\;to\;18.1\%$. Vegetation classification can, in fact, be improved by adding height information to the classification procedure.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2007년도 춘계학술발표회 논문집
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• pp.89-92
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• 2007

This investigation aims at calculating the geoid height, distance between the ellipsoidal height and the orthometric height by GPS/Levelling data for nationwide 58 Bench Marks, and calculating the effect of geoid height to engineering public works. The accuracy of the results from baseline analyses and adjustment of a network. using GPS surveying data by nationwide 58 BM show 4mm for horizontal direction and 7cm for vertical direction. The 58 geoid height was calculated by GPS/Levelling. For a construction work field GPS/Levelling for distributed 4 BM in test area can calculate the orthometric height in 20 ppm relativity accuracy with 95% reliability. Besides the calculated geoid height in the investigation was 0.367m higher than EGM96 model. The test results of a engineering work site, the result by EGM96 model was 1.8cm in 10km and it was also 3.6cm in interpolation method. The results show that it is equivalent to levelling of $20mm\sqrt{S}$.

• 한국측량학회지
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• 제29권3호
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• pp.257-263
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• 2011

기존의 LiDAR 데이터에 대한 정확도 검증, 적용성 검토, 변화탐지 등에 많은 연구 논문이 발표되었으나 주된 LiDAR 데이터의 형태는 discrete return LiDAR의 형태로 국한되어 full waveform LiDAR 데이터에 대한 연구는 미비한 상태이다. 따라서 본 연구에서는 full waveform LiDAR 데이터를 이용하여 연구대상 지역을 산림지역과 도심지역으로 현지 실측 측량 데이터를 이용하여 정확도를 비교 분석하였다. 그 결과 도심지역의 RMSE는 3.1cm, 산림지역의 RMSE는 4.7cm로 나타났으며, full waveform LiDAR의 고도 위치 정확도가 매우 높은 것으로 검증되었다. 항측 분야에서 full waveform LiDAR 장비의 활용가능성이 매우 높은 것으로 판단된다.