• Journal of Korea Water Resources Association
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• v.30 no.5
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• pp.423-430
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• 1997

It is one of the most important factors to determine the effective rainfall for estimation of flood hydrograph in design schedule. SCS curve number (CN) method has been frequently used to estimate the effective rainfall of synthesized design flood hydrograph for hydraulic structures. But, it should be cautious to apply SCS-CN originally developed in U.S.A to watersheds in Korea, because characteristics of watersheds in Korea and cropping patterns especially like a paddy land cultivation are quite different from those in USA. New CN method has been introduced. Maximum storage capacity which was herein defined as Umax can be calibrated from the streamflow data and converted to new CN-I of direst condition of soil moisture in the given watershed. Effective rainfall for design flood hydrograph can be estimated by the curve number developed in the watersheds in Korea.

• 한국항공운항학회:학술대회논문집
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• 2006.11a
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• pp.167-172
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• 2006

본 연구에서는 AFTM이 필요한 이유를 항공기의 불확실성을 들어서 설명 하였다. 불확실성의 원인으로 수요, 수용량의 불확실성과 ATFM의 조정행동과 타이밍조정을 위한 불확실성에 근거하여 알아보았다. 이와 같은 불확실성을 줄이기 위한 방법으로는 정보 질의 향상과 다양한 가능성에 대한 문제를 예측하여 최적화하는 방법으로 해결할 수 있다. 슬롯교환메커니즘에서 가장 기본적인 알고리즘으로는 압축방법에 대하여 살펴보았고 항공사내에서 처리할 수 있는 항공사 슬룻 대체알고리즘을 설명하였다. 그러나 한 항공사에서 대체할 수 없는 경우에는 다른 항공사에서 대체 항공편을 제공하는 메커니즘에 대하여 알아보았다. 이어서 압축방법의 기본이론인 일괄처리방법과 SCS 의 신속대응메커니즘의 차이점과 장단점을 살펴보았다. 이어진 연구과제로 두 모델의 수학적 모델을 연구하여 그 특성을 파악하여 모델을 개발하여 시뮬레이션 하는 것이다. 더 나아가서는 메커니즘의 모범 예제라 할 수 있는 SCS 에서 실제적으로 어떻게 적용되고 있는지 사례에 대하여 연구하려 한다.

• Journal of the Institute of Electronics Engineers of Korea CI
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• v.42 no.6
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• pp.83-92
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• 2005

This paper presents a watermarking approach that the 1-level Discrete Wavelet Transform(DWT) coefficients of a $64{\ast}64$ binary logo image as watermarks are inserted in LL band and other specific frequency bands of the host image using Multi-Resolution Analysis(MRA) Wavelet transform for copyright protection of image data. The DWT coefficients of the binary logo image are inserted in blocks of LL band and specific bands of the host image that the 3-level DWT has been performed in the same orientation. We investigate Significant Coefficients(SCs) in each block of the frequency areas in order to prevent the quality deterioration of the host image and the watermark is inserted by SCs. When the host image is distorted by difference of the distortion degree in each frequency, we set the thresholds of SCs on each frequency and completely insert the watermark in each frequency of the host image. In order to be invisibility of the watermark, the Human Visual System(HVS) is applied to the watermark. We prove the proper embedding method by experiment. Thereby, we rapidly detect the watermark using this watermarking method and because the small size watermarks are inserted by HVS and SCs, the results confirm the superiority of the proposed method on invisibility and robustness.

• Magazine of the Korean Society of Agricultural Engineers
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• v.56 no.2
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• pp.38-42
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• 2014

• Journal of the Institute of Electronics Engineers of Korea SP
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• v.43 no.3 s.309
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• pp.1-8
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• 2006

In this paper, we propose a new post-processing method, based on the theory of the projection onto convex sets (POCS) to reduce the blocking artifacts in decoded images. We propose a few smoothness constraint set (SCS) and its projection operator in the wavelet transform (WT) domain to remove unnecessary high-frequency components caused by blocking artifacts. We also propose a new method to find and preserve the original high frequency components of the image edge. Experimental results show that the proposed method can not only achieve a significantly enhanced subjective quality, but also have the PSNR improvement in the output image.

• Proceedings of the Korea Information Processing Society Conference
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• 2002.11c
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• pp.2191-2194
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• 2002

전자상거래 또는 e-Business에 대한 정부 등 각계 기관과 기업들의 관심이 매우 고조되고 있다. 현실적으로 e-Business를 도입하려는 일반 중소기업들은 매우 많은 어려움에 직면하고 있다. 수많은 솔루션과 다양한 방법론 그리고 경영전략 등을 체계적으로 수립해야하고 다양한 정책을 활용하는 과정을 필요로 하기 때문이다. 본 연구는 중소기업을 위한 전자상거래 또는 e-Business 환경구축에 대한 eSCM과 eCRM의 핵심기능을 포함한 eSCS(eSCM+eCRM)통합시스템 모델과 설계에 관하여 다루고 있다.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2004.03a
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• pp.215-220
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• 2004

유역수문모형에서 SCS방법 적용시 입력되는 주요 매개변수인 유역평균 CN값은 RS와 GIS를 적용하면 쉽게 계산이 가능하나, 입력자료의 종류 및 공간해상도의 선택에 따라 같은 자료일 지라도 다르게 계산된다. 본 연구에서는 Landsat 7 ETM+,SPOT 5, 1:25,000 토지이용현황도, 정밀토양도, 개략토양도를 이용하여 2.5m, 30m 공간해상토의 자료로부터 유역평균CN을 계산하였으며, 이들을 각각 2.5m～1000m 크기의 격자로 재배열하여 유역평균을 비교함으로서 해상도가 유역 CN값 변화와 어떠한 관계가 있는지 분석하고자 하였다. 분석결과 해상도에 따라 일정구간 이상에 대하여 오차를 나타내고 있었으며, 자료의 선택에 따라 유역평균 CN 값의 변화가 있는 것으로 분석되었다.

• Journal of Korea Water Resources Association
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• v.37 no.11
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• pp.929-938
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• 2004

In this study, Miho stream basin(Seokhwa water level gauging station) In Geum river, Flood control main station of Geum River Flood Control Office, is selected. Hydrologic topographical informations are calculated using WMS which is hydrologic analysis software coupled with GIS Method, and flood analysis is accomplished by HEC-1 included In WMS. To calculate the effective rainfall CN values of SCS are used. Clark, Snyder and SCS methods are selected respectively to derive unit hydrograph. This study shows the applicability of GIS techniques to runoff simulation in ungauged basin by comparing with actual measured flood hydrograph. As a results, Snyder(Tulsa) method and Clark (Herby) method is suitable to Miho stream basin. But Snyder(Tulsa) method is suitable more than Clark(Herby) method. And according to the degree of urbanization, the peak discharge has increased and the peak time has tended to decrease.

• The Transactions of the Korea Information Processing Society
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• v.5 no.5
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• pp.1257-1263
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• 1998

To realize a highly reliable satellite-base data distribution system efficiently, a hierarchical distributed control network which utilizers a sub control station(SCS) in addition to a hub and a user station(US) is proposed and evaluated. The results show that there exists an optimum number of sub control stations that minimizes the polling processing time as a parameter of the processing time ratio between US-SCS and SCS-CS links. From a viewpoint of the control network cost, it is shown that the cost can be less compared to the conventional one, when the communication cost between the US and SCS is slightly reduced.

• Journal of Korea Water Resources Association
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• v.34 no.6
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• pp.659-672
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• 2001

Generally, design flood for a hydraulic structure is estimated using statistical analysis of runoff data. However, due to the lack of runoff data, it is difficult that the statistical method is applied for estimation of design flood. In this case, the synthetic unit hydrograph method is used generally and the models such as NYMO method, Snyder method, SCS method, and HYMO method have been widely used in Korea. In this study, these methods and KICT method, which is developed in year 2000, are compared and analyzed in 10 study areas. Firstly, peak flow and peak time of representative unit hydrograph and synthetic unit hydrograph in study area are compared, and secondly, the shape of unit hydrograph is compared using a root mean square error(RMSE). In Nakayasu method developed in Japan, synthetic unit hydrograph is very different from peak flow, peak time, and the shape of representative unit hydrograph, and KICT method(2000) is superior to others. Also, KICT method(2000) is superior to others in the aspects of using hydrologic and topographical data. Therefore, Nakayasu method is not a proper in hydrological practice. Moreover, it is considered that KICT model is a better method for the estimation of design flood. However, if other model, i.e. SCS method, Nakayasu method, and HYMO method, is used, parameters or regression equations must be adjusted by analysis of real data in Korea.