• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.25 no.5
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• pp.393-398
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• 2007

According to the Korean datum change to a world geodetic system, the EDM area should be readjusted to provide consistent product over the country. The data set for EDM area is extracted from the previous KTN1987 DB and checked for the moved markers in XY network adjustment which provides quality verification. Then, EDM data set for the seven areas are rebuilt for the adjustment. Since the data is still based on the old datum, the coordinates of the data are transformed by applying the coordinate transformation parameters. Here, the transformation parameters, which were determined for the conversion of 1:50,000 topographic maps by NGII, were used. For each EDM point, the geoidal height from EGM96 model is applied to obtain the ellipsoidal height based on the GRS80. The measured distance projected onto GRS80 is adjusted using BL network adjustment by fixing 2nd order or 3rd order GPS control points. The results from the readjustment show the minimum standard error of 1.37" and the maximum standard error of 2.13". Considering the measurement accuracy of EDM (1.6" corresponding to about 2cm) and GPS position for fixed points (2cm), this result is considered to be reasonable and it is good for the practical use.

• Proceedings of the Korean Information Science Society Conference
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• 2007.06c
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• pp.124-129
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• 2007

지금까지 질의 점을 중심으로 최근접 객체(Nearest Neighbor : NN)를 찾는 다양한 연구가 진행되었다. 하지만 이 방법은 질의 점과 객체의 거리만을 고려하기 때문에 질의 점을 둘러싸고 있는 객체들을 찾을 수 없다는 문제점이 있다. 이것을 해결하기 위해서 제안 된 것이 최근접 주변객체(Nearest Surrounder : NS) 질의 처리이다. 최근접 주변 객체는 질의 점을 둘러싸고 있으면서 가장 가까운 객체들을 찾는 것에 대한 연구이다. 기존의 NS를 찾는 방법은 객체 인덱싱을 위하여 R-tree를 사용하며, 질의 점과 최소경계사각형(minimum bounding rectangle : MBR)이 이루는 각의 범위를 계산한다. 계산 수행 결과 각 MBR들 이 이루는 각의 범위가 겹치는 부분이 발생하면 해당 각 범위 내에서 질의 점으로부터 최소거리에 있는 MBR을 선택해야 하므로 범위별 질의 점과 MBR들의 최대 최소 거리를 구해야 한다. 이러한 범위별 계산 과정은 계산 비용을 높이는 단점이 있다. 따라서 본 논문에서는 NS를 필요로 하는 영역에서 각 범위별 겹쳐지는 MBR들의 꼭지점 좌표만을 비교한다. 이것은 기존 연구에서 계산 비용을 높이는 공통 각 계산 절차를 개선하고, 최대 최소 거리 계산 수행은 생략하여 NS를 찾는다. 제안 기법을 위해 논문에서 사용하는 각 알고리즘은 이전 연구보다 나은 계산비용 절감 효과를 가져 올 수 있다.

• Journal of the Institute of Electronics Engineers of Korea SP
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• v.44 no.3
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• pp.48-60
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• 2007

In previous researches for iris feature extraction, they transform a original iris image into rectangular one by stretching and interpolation, which causes the distortion of iris patterns. Consequently, it reduce iris recognition accuracy. So we are propose the method that extracts iris feature by using polar coordinates without distortion of iris patterns. Our proposed method has three strengths compared with previous researches. First, we extract iris feature directly from polar coordinate circular iris image. Though it requires a little more processing time, there is no degradation of accuracy for iris recognition and we compares the recognition performance of polar coordinate to rectangular type using by Hamming Distance, Cosine Distance and Euclidean Distance. Second, in general, the center position of pupil is different from that of iris due to camera angle, head position and gaze direction of user. So, we propose the method of iris feature detection based on polar coordinate circular iris region, which uses pupil and iris position and radius at the same time. Third, we overcome override point from iris patterns by using polar coordinates circular method. each overlapped point would be extracted from the same position of iris region. To overcome such problem, we modify Gabor filter's size and frequency on first track in order to consider low frequency iris patterns caused by overlapped points. Experimental results showed that EER is 0.29%, d' is 5,9 and EER is 0.16%, d' is 6,4 in case of using conventional rectangular image and proposed method, respectively.

• Journal of the Korean Society of Groundwater Environment
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• v.4 no.3
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• pp.111-115
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• 1997

Discrete fracture model has become one of the alternatives for the classical continuum model to simulate the irregular aspects of the fluid flow and the solute transport in fractured rocks. It is based on the assumptions that the discharge in a single fracture is proportional to the cube of the aperture and the fractured rock can be represented by the statistical assemblage of such single fractures. This study is intended to evaluate the effect of the fracture junction on the cubic law. Numerical solution of flow in junction system was obtained by using the Boundary-Fitted Coordinate System (BFCS) method. Results with different intersection angles in crossing fractures show that the geometry of the junction affects the discharge pattern under the same simulation conditions. Therefore, strict numerical and experimental examinations on this subject are required.

• Journal of the Korea Society of Computer and Information
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• v.17 no.6
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• pp.49-55
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• 2012

Pacman is one of the world-famous and have been chosen game in the game room at the arcade. In this paper, pacman game gives you the ability to perform by simple hand movement alone. First, we obtain binary RGB image to extract skin color, and convert into binary image YCbCr by minus the luminance in this image. Next, we extract the hand region by the product of an binary RGB image and binary YCbCr image. Finally, the hand region, we obtain the center of gravity by the minimum bounding rectangle and the center of the hand pixel area, and we used to obtain the center of the hand area with an average of two center of gravity. In other words, we presented the game of motion that can take the place of arrow key by using the center coordinates of hand. In addition, these experiments showed the average movement and error rate, and cause of the error type was also investigated.

• Journal of Cadastre & Land InformatiX
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• v.54 no.1
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• pp.5-17
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• 2024

In this study, we examined the applicability of UAV LiDAR for cadastral surveying and proposed the results. For this purpose, an experimental area was selected and point cloud data was created by scanning the terrain using UAV LiDAR. Since there is no comparative verification target in the forest area, the coordinates of the verification points were obtained by directly surveying the ridge and valley lines prescribed by the current law. Based on these points, the point cloud density within a 7cm radius was analyzed. As a result, an average of 46 point clouds were generated within a circle with a radius of 7 centimeters, which can build a more precise topography of the forest area, proving that precise cadastral surveying is possible. In the case of UAV LiDAR, it is expected that the boundaries of forest areas can be extracted more accurately and efficiently without the influence of trees compared to the existing cadastral survey method. This is expected to have many advantages in various fields that want to use it in the future, such as the creation of stereoscopic maps of forest areas and terrain modeling for disaster safety in the forest areas.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.29 no.5
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• pp.441-448
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• 2011

Lately, digital restitution was became common using digital aerial photos. Therefore, we can obtain three-dimensional data. As a plotting-maker is checked by naked eye, plotting original data is very useful for making reliable three-dimensional data including contour and elevation point layers. In this study, we want to make precise and accurate digital elevation model using plotting original data. Contour and elevation point layers was extracted in digital map and break line was extracted in plotting original data. And then, compared both of results. For comparison, we selected slight slope and complex topography area like a residence area, mountain and agricultural land. We extracted break line deleting layer until obtaining ideal digital elevation model. As the results, We could extract contour, elevation points, eight road and two boundary layers using break lines. And We could obtain precise elevation model. Editing break lines, the distortion of digital elevation model could be minimized in the complex and sharp slope area.

• Journal of the Korea Society of Computer and Information
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• v.14 no.1
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• pp.81-89
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• 2009

To support dynamic Region-of-Interest(ROI) in JPEG2000, a fast ROI mask generation is needed. In the existing methods of ROI coding, after scanning all the pixels in order and discriminating ROI, an ROI mask has been generated. Our method scans 4 pixels of the corners in one code block, and then based on those informations, scans the edges from the corners to get the boundaries of ROI and background. These informations are consisted of a distributed information of ROI and two coordinates of the pixels, which are the points the edges and the boundaries meet. These informations are transmitted to encoder and supported for fast ROI mask generation. There were no great differences between the proposed method and the existing methods in quality, but the proposed method showed superiority in speed.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.06a
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• pp.381-386
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• 2008

본 연구에서는 현장 조사를 통해 얻어지는 피해정보를 광역적 무선통신을 이용해 전송하고 웹GIS의 지도상에 실시간으로 업데이트하여 보다 신속하고 효율적으로 관련 정보를 제공하는 실시간 피해정보제공시스템을 개하였다. 연구 대상지역은 매년 대형 태풍과 집중호우로 인한 피해가 발생하고 있는 부산시 강서구를 선정하였다. 도형 데이터베이스는 대상지역 $179.05km^2$에 대하여 1:5,000 및 1:1,000 수치지도를 기반으로 행정경계 등 7개의 주제도로 구축하였다. 또한, IKONOS위성의 1m급 고해상도 위성영상을 스트리밍 방식으로 구축하여 실제 피해현장과 주변 환경에 관한 정보들을 함께 제공할 수 있는 방안을 연구하였다. 웹GIS 시스템의 웹 프레임은 HTML과 ASP언어를 이용하여 개발되었으며, 맵 서비스 프레임은 ArcIMS를 이용하여 개발되었다. 현장에서 조사된 피해정보는 좌표를 기반으로 하여 웹GIS 시스템에 점으로 표출되며 재해대장 웹 페이지를 통해 피해지역의 영상 및 피해추정액등 세부적인 피해정보를 함께 제공하도록 하였다. 웹GIS 시스템은 피해현황을 GIS 데이터와 함께 실시간으로 제공함으로써 신속한 현장파악, 대응책 마련 및 복구계획 수립을 위한 의사결정에 활용 가능할 것이라 예상되며, 소방방재청에서 구축하고 있는 NDMS와 연계를 통하여 여러 국가기관에서 얻어지는 다양한 피해정보의 제공 또한 가능할 것이라 사료된다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.37 no.2
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• pp.445-449
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• 2017

Most studies using drone is confined utilization on the ground and regulation. The drone in the water is rarely used in hydrographic surveying because of the limit of flight time and image matching. This paper is the basic research for drone hydrographic photogrammetry. The accuracy of hydrographic photogrammetry, using buoys for water reference point, was evaluated. The accuracy is influenced by the accuracy of the water reference points like the photogrammetry. The position of water reference points set up on water, keep on changing due to various environmental factors such as wind speed and water velocity. The position continuously changed of the water reference points were measured 3 times using Total Station and VRS. Experiments were conducted at two reservoirs in Gimhae City, and the accuracy of the manual image matching using the water reference points is 40 cm and 80 cm. Allowable accuracy of the ocean boundary survey is ${\pm}2m$, the results of this study are fully available. The maximum position error of the water reference point for ensuring accuracy within ${\pm}2m$ is 1.8 m.