• Economic and Environmental Geology
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• v.41 no.2
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• pp.219-223
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• 2008

Many cross-over errors due to position errors, meter errors, observation errors, sea conditions and so on occur when marine geophysical data collected by own and other agencies are merged, and these errors can create artificial anomalies which cause an improper interpretation. Many methods have been introduced to reduce cross-over errors. However, most methods are designed to compare each point or segment data to find cross-over points, and require a long processing time. Therefore, FORTRAN program (FastXcorr) is presented to fast determine cross-over points using an overlap-sector, and to adjust cross-over errors using a weighted linear interpolation algorithm.

• Economic and Environmental Geology
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• v.39 no.3 s.178
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• pp.229-234
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• 2006

Cross-over errors (XOEs) may mislead scientists when interpreting marine geophysical data. Such risk can be reduced by correcting the data proportionally between two cross-over points (XOPs). C program is presented to determine XOPs using a quick rejection test and a straddle test, and to adjust XOEs using a weighted linear interpolation algorithm.

• Economic and Environmental Geology
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• v.43 no.4
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• pp.343-348
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• 2010

Gravity anomalies observed in shipborne survey are usually distorted by bad weather conditions and unexpected vessel movement. These distorted data should be removed because they may mislead the data interpretation. However, it is not possible to perfectly remove all erroneous data. Cross-over point correction, which is generally used, only reduces the errors at cross-over points, and thus the data still contain error values. To resolve this drawback, Rauch-Tung-Striebel(RTS) filter was adopted to minimize all errors in the data and at cross-over points. After applying this method, the range of anomaly variation is reduced from 15 mGal to less than 2 mGal, and errors at the cross-over points are minimized from 4.21 mGal to 2.95 mGal. The results imply that RTS filter is very useful to reduce errors in the data and corss-over points.

• Proceedings of the KSEEG Conference
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• 2007.04a
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• pp.415-417
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• 2007

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.203-203
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• 2011

도시지역내로 유입되는 홍수는 건물과 도로의 배치에 의해 크게 영향을 받으며, 매우 복잡한 흐름특성을 나타내는 것으로 알려져 있다. 도시지역 내에 다양한 형태와 크기를 가지는 건물 및 도시 기반 구조로 되어있으며, 홍수의 강도가 강하고 도시지역이 조밀한 건물군으로 구성되어 있을 경우 홍수의 대부분은 도로와 교차점을 통해 흐른다. 도시지역내 홍수피해를 저감하기 위해서는 도로 교차로에서 홍수파의 전파특성을 분석하는 것이 중요하다. 본 연구에서는 도시지역 내 도로 교차점에서 유입량에 따른 홍수흐름 특성을 Case 1(Qex : 147.23L/min, Qey : 149.52L/min)과 Case 2(Qex : 150.42L/min, Qey : 298.53L/min) 두 가지 경우에 대해 수리모형실험결과와 수치모의결과와 비교하였다. 출구지점에서 총 유출량의 절대오차가 Case 1에서는 0.84L/min, Case 2에서는 0.45L/min으로 잘 일치하였고, 수심분포 양상은 잘 일치하는 것을 볼 수 있었다. Case 3에서는 다양한 유입량의 변화에 따라 도로 교차점에서 변화하는 홍수흐름 특성과 경향을 분석하였다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2009.11a
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• pp.269-272
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• 2009

본 논문에서는 변이지도의 정확도 향상을 위하여, 비용 함수를 이용한 교차 일치성 검사 기법을 제안하고, 다양한 조건의 실험을 통하여 제안한 알고리듬이 효율적임을 보였다. 좌우 변이정보를 이용하는 교차 일치성 검사로 오정합을 검출하는 방법을 시도해왔다. 하지만 이러한 방법은 물체의 경계에서 발생하는 오정합을 찾기가 어렵다. 본 논문에서는 최종 변이의 신뢰도 향상을 위해 교차 일치성 검사의 정확도를 높이는 방법을 제안하였다. 일반적으로 영역 기반 스테레오정합 방법은 물체의 경계에서 정확도 높지 못하다. 이러한 문제점을 해결하기 위해 정합창의 크기를 늘리거나 특징 점을 이용한 적응적 가변 정합창을 적용하는 방법을 시도하였다. 하지만, 여전히 기존 교차 일치성 검사를 통한 오정합 검출은 부정확하다. 이러한 영역의 비용 함수 값들을 비교한 결과 첫 번째와 두 번째 값의 차이가 적거나 크게 나타난다. 제안한 방법은 기존 방법에 비해 오정합 검출 능력을 향상 시킨다. 제안한 방법의 결과를 확인하기 위해 스테레오 비전에서 많이 사용되는 영상을 적용하고 분석하였다. 또한, 기존 교차 일치성 검사 방법과 제안한 방법의 객관적으로 비교하기 위해 전체 영역에 대한 오차율 (error ratio)과 교차 일치성 검사로 유효하다고 판단된 변이 값 중 실제 변이 값과 일치하지 않은 변이값의 오차율을 비교하였다. 실험 결과 기존 방법에 비해 제안한 방법이 1~5%정도 낮은 오차율을 보였다

• Journal of Korean Society for Geospatial Information Science
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• v.5 no.1 s.9
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• pp.71-80
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• 1997

This paper suggests a Map Accuracy Standards by analyzing U.S. National Map Accuracy Standards, by considering korean terrain feature and statistical error theory for paper and digital maps on the scale of 1:50,000. Map accuracy standards require horizontal accuracy to be reported as a circular error with 90% confidence level through Linear Error Probable(LEP) theory and Circular Error Probable(CEP) theory. In order to verify the proposed methodology for positioning accuracy testing, several kinds of test point were selected and tested. These test points were extracted at the centers of roads and bridges, the comers of the independent building, the edges of geographical botany, and the tops of mountains. The positioning accuracy assessment was peformed by comparing the positions of test points in digital maps generated three different sources with those acquired by high accurate GPS surveying. The digital maps were produced from aerial photographs and SPOT satellite image using analytical plotter and 1:50,000 paper map.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.14 no.7
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• pp.1667-1679
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• 2010

This thesis proposes an adaptive variable-sized matching window method using the characteristic points of the image and a method to increase the reliability of the cross-consistency check to raise the correctness of the final disparity image. The proposed adaptive variable-sized window method segments the image with the color information, finds the characteristic points in each segmented image, and varies the size of the matching window according to the existence of the characteristic points inside the window. Also the proposed cross-consistency check method processes the two cases with the cost values corresponding to the best disparity and the second-best disparity: when the cost values themselves are too large and when the difference between the two cost values are too small. The two proposed methods were experimented with the four test images provided by the Middleburry site. As the results from the experiments, the proposed adaptive variable-sized matching window method decreased up to 18.2% of error ratio and the proposed cross-consistency check method increased up to 7.4% of reliability.

• Economic and Environmental Geology
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• v.39 no.4 s.179
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• pp.417-426
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• 2006

Data acquisition is as important as data processing and interpretation in the field of marine geophysical exploration. Marine geophysicist, however, may not have enough information in this field because data acquisition method has been mainly developed by the commercial companies manufacturing the equipment. Therefore, the purpose of this paper is to introduce the general data acquisition method and information to help to construct the systematic and effective survey plan. When a survey plan is set up, the most important thing is to select the seismic equipment based on required penetration depth and resolution, and then construct the survey line intervals. Although a line interval varies from the research purposes, it should be narrower than the expected subsurface structures. Also, if 100% coverage of multibeam data is required, line intervals need to be adjusted based on the equipment characteristics. In case of merging with the preexisting dataset like bathymetry, gravity and magnetic, cross-over errors occurred at the each cross point should be removed to avoid any kinds of misinterpretation.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.31 no.9
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• pp.75-81
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• 2003

The longitude and latitude of a geosynchronous satellite are not defined as a point in space because of various external perturbations. To perform the missions of a satellite for a communication and broadcasting, the satellite must be positioned within a predefined station keeping box in given limited space longitude. In this study, we propose east-west station keeping box larger than that of north-south station. By using the derived error equation, we verified the Koreasat station keeping box allocation by assuming one week and two weeks of station keeping cycle.