• Journal of the Korean Association of Geographic Information Studies
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• v.7 no.4
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• pp.15-23
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• 2004

In order to utilize remote sensed images effectively, it is necessary to correct geometric distortion. Geometric correction is a critical step to remove geometric distortions in satellite images. For geometric correction, Ground Control Points (GCPs) have to be chosen carefully to guarantee the quality of geocoded satellite images, digital maps, GPS surveying or other data. Traditional approach to geometric correction used GCPs requires substantial human operations. Also that is necessary much time and manpower. In this paper, we presented an on-line automatic geometric correction by constructing GCP Chip database. The Proposed on-line automatic geometric correction system is consists of four part. Input image, control the GCP Chip, revision of selected GCP, and output setting part. In conclusion, developed system reduced the processing time and energy for tedious manual geometric correction and promoted usage of Landsat imagery.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2011.06a
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• pp.321-322
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• 2011

DGNSS 서비스는 보정정보를 제공하는 기준국과 측량지점 간의 기선거리가 멀어질수록 정확도가 저하되는 문제가 있다. 이를 해결하기 위해서는 다수의 기준국을 설치하는 방법이 있지만, 기준국 설치 시 많은 비용이 소요되기 때문에 비효율적이다. 이러한 문제는 기존의 기준국들로 기준망을 구성하고 보간을 통해 측량지점의 보정정보를 생성하는 가상기준국 기반의 방법을 적용함으로써 해결할 수 있다. 이 연구에서는 국토해양부 위성항법중앙사무소에서 운영하는 DGNSS 서비스를 이용하여 가상기준국의 보정정보 생성 알고리즘을 구현하였으며 단일기준국 기반의 DGNSS 측위의 정확도를 평가하여 가상기준국 기반의 DGNSS 측위의 효용성을 검증하였다.

• Journal of Navigation and Port Research
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• v.37 no.4
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• pp.367-373
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• 2013

Wide area differential GNSS(WA-DGNSS) collects GPS measurements from the several reference stations and estimates 3-D satellite orbit error, satellite clock error, ionospheric delay. These correction messages are broadcasted to user, then user can have more accurate and reliable position estimates. The performance of WA-DGPS can be changed depending on the position of reference stations. To select proper reference stations, performance analysis with the change of reference stations is necessary. In this paper, changing the geographical location of reference stations, we carried out simulation based test and show the performance of WA-DGNSS in Korea.

• Geophysics and Geophysical Exploration
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• v.9 no.2
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• pp.171-175
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• 2006

Gravity reduction and Bouguer anomaly are frequently misunderstood by many geoscientists as follows; the observed gravity is reduced to a common datum plane, so that gravity effects by all materials above the datum is removed, therefore, Bouguer anomaly is located on the datum plane. In reality, Bouguer anomaly does not lie on a common datum plane, but is difference between observed gravity and reference gravity at the actual point of measurement. Commonly used gravity reduction formulas are approximate formulas. Here, we introduce complete formulas, and suggest to use them for more accurate results. We also suggest to use not the geoid but the reference ellipsoid as the vertical datum.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2003.10a
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• pp.116-116
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• 2003

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.506-506
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• 2015

수문자료는 국가적으로 중요한 자료로서 이에 대한 품질관리가 반드시 필요하다. 이에 우리나라 국토교통부에서는 국가 수문자료 품질관리시스템을 구축하여 실시간으로 수집되는 수문자료의 품질을 관리하고 있다. 국가 수문자료 품질관리시스템에서 사용되는 수문자료 자동점검기준은 실시간으로 수집되는 수문자료의 상태를 구분하기 위한 점검방법에서 설정한 기준 값을 말하며, 특히 수문자료의 오류 추출을 자동화하는데 핵심적인 역할을 하는 값이다. 해당 값은 점검 방법에 따라 다른 형태를 갖고 있으며, 관측소의 관측특성과 밀접한 연관이 있어 실무에서는 기존 관측자료의 통계적인 특성을 이용해 초기값을 추정하고 이후 관측자료들에 대한 실제 품질 판정을 기준으로 실제 상황을 고려하여 주기적으로 관리자가 수작업에 의해 시행착오법으로 보정하는 방법을 사용하고 있다. 이에 본 논문에서는 국가 수문자료 품질관리시스템에서 활용하고 있는 수문자료 자동점검기준을 대상으로 기존에 수작업으로 진행되던 자동점검기준의 보정을 자동화할 수 있는 평가지표와 평가 알고리즘을 개발하였으며, 이를 실제 자료에 적용하였다. 개발된 알고리즘은 그림1과 같은 추정 이상치 집합과 실제 이상치 집합의 상관관계를 이용하여 두 집합의 교집합인 A를 증가시키는 구조이다. 이를 이용해 자동점검기준의 적중률을 향상시킬 수 있었으며, 향후 실무에 적용될 경우 수문자료 자동점검기준을 신속하고 적절하게 보정함으로써 수문자료 품질관리업무의 효율성을 향상시킬 수 있을 것으로 기대된다.

• Journal of Digital Contents Society
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• v.10 no.4
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• pp.569-578
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• 2009

In this paper, we describe the color reproduction system for color images captured by digital camera. The system uses a color compensation chart to estimate the transformation between the colors in the image and the reference colors in the chart. The color reproduction process consists of two steps, i.e., the profile creation process and the profile application process. During the pro-file creation process, the relationships between the captured colors and the ref-erence colors are estimated. And the system creates a color profile and embeds the estimation result in the profile. During the profile application process, the colors in the images which are captured under the same condition as that of the chart image are reproduced using the created color profile. To evaluate the per-formance of the system, we perform experiments under various conditions. And we compare the results with those of widely used commercial applications.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.4
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• pp.38-47
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• 2020

A parametric study for analytical correction using measurement results was performed to minimize errors in the predictions of column shortening in RC tall building. The parameters of the column shortening analytical correction are the execution standard of analytical correction, the value of the analytical correction, and the measurement location, and the analytical correction models with the parameters were applied to the construction sequence analysis of a 41-story RC building to compare and analyze the correction effect according to the parameter. The reduction ratio of the error value for each floor was compared with the number of corrections and the total corrected value, and it was confirmed that the error tended to be minimized when the execution standard of analytical correction was performed based on a regular interval, when the analysis correction value was corrected by the error value, and when the measurement position was measured every floor. From this, it was confirmed that the most appropriate analytical correction model can be derived by applying multiple analytical correction models to the actual analysis model.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.12 no.10
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• pp.1822-1829
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• 2008

Calibration of an MEMS inertial measurement unit is very important process for obtaining precise navigation performance. In this paper, one method is proposed to overcome a limitations on cost and efficiency using a relatively higher grade sensor and a rate table. The same dynamic input is applied to both the reference and the target sensors during and after calibration process, then the results are analyzed. The experimental results show that the proposed method is very effective and useful in practice.

• Korean Journal of Remote Sensing
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• v.27 no.2
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• pp.89-98
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• 2011

Four kinds of gain and offset correction coefficients that are used to correct the nonuniformity between pixels are discussed. And their correction performance has been compared by performing image correction. using the correction coefficients calculated, on the real image data obtained from a newly fabricated camera electronics system. The performance of the correction coefficients depends in general on the number of the light input levels used to obtain the reference image. The result shows that, as expected obviously, when only two light input levles are used to obtain the reference image, even though its correction coefficients are relatively easily calculated, the correction performance is relatively poor. And with the number of light inputs increased to a value of larger than two, the correction performance is improved. It is noted, however, no Significant performance difference is found between the different correction coefficients employed.