• 한국농공학회논문집
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• 제58권5호
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• pp.59-69
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• 2016

This study aims to evaluate the Soil and Water Assessment Tool (SWAT) hourly hydrological modeling performance and compare it with daily SWAT modeling parameters. For the Byeolmicheon catchment ($1.17km^2$) located in the upstream of Gyeongancheon watershed and total 18 storm events measured during 3 years (2011-2013), the hourly SWAT was calibrated and validated using the Green and Ampt (G&A) infiltration equation. The determination coefficient ($R^2$) and Nash-Sutcliffe model efficiency (NSE) of hourly SWAT discharge were 0.81 and 0.73 respectively, and the most sensitive parameter was soil saturated hydraulic conductivity (SOL_K) and calibrated with the average value of 0.075 mm/hr. In addition, the hourly SWAT simulation by G&A was compared with the daily SWAT simulation by SCS-CN (Soil Conservation Service-Curve Number) method for the whole 3 years period. The houlrly G&A results showed $R^2$ and NSE of 0.71 and 0.50, and the daily SCS-CN results were 0.71 and 0.66, respectively. The SOL_K by daily SCS_CN method was calibrated at 75.5 mm/hr, 1,000 times greater than the hourly G&A method. The next sensitive parameters for the hourly simulation were lag time of lateral flow (LAT_TIME) and lag time of surface runoff (SURLAG).

• 한국환경과학회지
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• 제2권3호
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• pp.193-199
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• 1993

This study has two objectives. One is developing the runoff model for Hoe-Dong Reservoir basin located at the upstream of Su-Young River in Pusan. To develop the runoff model, basic hydrological parameters - curve number to find effective rainfall, and storage coefficient, etc. - should be estimated. In this study, the effective rainfall was calculated by the SCS method, and the storage coefficient used in the Clark watershed routing was cited from the report of P.E.B. The other is the derivation of transfer function for Hoe-Dong Reservoir basin. The linear, discrete, input-output model which contained six parameters was selected, and the parameters were estimated by the least square method and the correlation function method, respectively. Throughout this study, rainfall and flood discharge data were based on the field observation in 1981.8.22 - 8.23 (typhoon Gladys). It was observed that the Clark watershed routing regenerated the flood hydrograph of typhoon Gladys very well, and this fact showed that the estimated hydrological parameters were relatively correct. Also, the calculated hydrograph by the linear, discrete, input-output model showed good agreement with the regenerated hydrograph at Hoe-Dong Dam site, so this model can be applicable to other small urban areas. Key Words : runoff, effective rainfall, SCS method, clark watershed iou상ng, hydrological parameters, parameter estimation, least square method, correlation function method, input-output model, typhoon gladys.

• Structural Engineering and Mechanics
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• 제52권5호
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• pp.919-935
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• 2014

In this study, the control of the shape of pre-stressed cable structures and the effective control element were examined. The process of deriving the displacement control equations using the force method was explained, and the concurrent control scheme (CCS) and the sequence control scheme (SCS) were proposed. To explain the control scheme process, the quadrilateral cable net model was adopted and classified into a regular model and an irregular model for the analysis of the control results. In the control analysis of the regular model, the CCS and SCS analysis results proved reliable. For the SCS, the errors occur in the control stage and varied according to the control sequence. In the control analysis of the irregular model, the CCS analysis result also proved relatively reliable, and the SCS analysis result with the correction of errors in each stage was found nearly consistent with the target shape after the control. Finally, to investigate an effective control element, the Geiger cable dome was adopted. A set of non-redundant elements was evaluated in the reduced row echelon form of a coefficient matrix of control equations. Important elements for shape control were also evaluated using overlapping elements in the element sets, which were selected based on cable adjustments.

• The Korean Journal of Pain
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• 제20권2호
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• pp.199-202
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• 2007

Failed back surgery syndrome (FBSS) is a condition characterized by extreme pain after spinal surgery. Treatment of FBSS is aimed at improving function, using interdisciplinary approaches that encompass rehabilitation, psychological therapy, and pain management. If no response to conventional treatment is noted, a more interventional technique such as spinal cord stimulation (SCS) should be used. SCS is a well-established method of managing a variety of chronic neuropathic pain conditions. A 32 year-old male patient afflicted by FBSS that was irresponsive to both medication and several repeated nerve blocks showed improvement of symptoms after cervical and thoracic SCS with a single electrode. Centered on the midline of the spinal cord, single-electrode SCS can be an effective method for relieving pain and improving function.

• 대한원격탐사학회지
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• 제2권2호
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• pp.117-131
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• 1986

The purpose of this study was to develop techniques acquiring hydrologic parameters that affect runoff conditions from Landsat imagery. Runoff conditions in a study area were analyzed by employing the U.S. Soil Conservation Service(SCS) Method. SCS runoff curve numbers(CN) were estimated by the computer analysis of Landsat imagery and digiral terrain model(DTM) data. The SCS Method requires land use/cover and soil conditions of the area as input parameters. A land use/cover map of 5 hydrological classes was produced from the Landsat multi-spectral scannerr imagery. Slope-gradient and contour and contour maps were also made using the DTM topographic data. Inundation areas depending on reservoir levels were able to be mapped on the Landsat scene by combining the contour data.

• 전자공학회논문지CI
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• 제42권6호
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• pp.83-92
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• 2005

본 논문은 MRA(Multi-Resolution Analysis) 웨이블릿 변환을 이용하여 영상 데이터의 저작권 보호를 위해 필요한 워터마크로 $64{\ast}64$ 이진 로고 영상의 1 레벨 DWT(Discrete Wavelet Transform) 계수값을 대상 영상의 LL 대역 및 특정 주파수 대역에 삽입하는 워터마킹 방법을 제안한다. 대상 영상을 3 레벨 DWT한 후 LL 대역과 특정 주파수 대역에 동일 주파수 방향으로 이진 로고 영상의 DWT 계수값을 블록별로 삽입한다. 대상 영상의 화질 저하를 막기 위해 각 블록내 SCs(Significant Coefficients)를 조사하여 해당 SCs 부분에 대해서만 워터마크를 삽입한다. 그리고 대상 영상의 왜곡시 각 주파수 대역별로 왜곡 정도가 틀리므로 SCs 이용시 사용되는 임계값을 주파수 대역별로 설정하여 각 주파수 대역별로 워터마크가 완전히 삽입되도록 한다. 그리고 워터마크가 인간의 시각 시스템으로부터 감추어져야 하므로 워터마크에 HVS(Human Visual System)을 적용하였다. 실험에서는 각 주파수 대역별로 비교하여 적절한 삽입 방법을 결정한다. 따라서 본 워터마킹 기법은 워터마크를 빠르고 정확하게 검출할 수 있으며, 작은 크기의 워터마크를 HVS와 SCs를 이용하여 삽입함으로써 비가시성과 강건성이 뛰어나다는 장점이 있다.

• 한국정보과학회논문지:컴퓨팅의 실제 및 레터
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• 제14권8호
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• pp.763-767
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• 2008

본 논문에서는 모바일 환경에서의 3D 그래픽 처리에 효과적인 고성능/저전력의 CORDIC 구조를 구성하기 위하여 각도 기반 검색(ABS)과 스케일링 효과를 고려한 검색(SCS)과 같은 두 가지 오프라인 벡터링 방법을 제안하고 이를 통해 연산의 반복횟수를 줄이는 알고리즘을 개발한다. ABS 알고리즘은 3차원 벡터를 두 각으로 표현하고 이를 검색의 기준으로 삼았고, SCS 알고리즘은 단위 벡터를 기준으로 하여 벡터 회전 시에 최소의 반복 연산만으로도 원하는 회전을 수행할 수 있는 최적의 기본각 회전 시퀀스를 오프라인으로 미리 검색하여 적용한다 본 논문에서 제안하는 ABS, SCS 알고리즘을 통해 지연을 각각 50% 감소시킬 수 있었으며, 이와 함께 voltage scaling 기술을 적용하여 전력 소모를 크게 감소시킬 수 있음을 논의한다.

• Current Research on Agriculture and Life Sciences
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• 제7권
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• pp.55-66
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• 1989

낙동강수계중(洛東江水系中)의 3개(個) 중대(中大) 유역(流域)인 안동댐 유역(流域)($1612.8km^2$), 임하유역($1964.8km^2$), 선산($979.3km^2$)을 대상(對象)으로 Horton과 Strahler의 하천차수법칙(河川次數法則)에 의해 하천(河川)을 분류(分類)하고, 1 : 50,000 지형도(地形圖)를 이용(利用)하여 각(各) 하천차수별(河川次數別) 지상인자(地相因子)를 구(求)하여 이들 지상인자(地相因子)들에 의해 Markov확률과정(確率過程)을 도입(導入)해서 구(求)한 순간단위도(瞬間單位圖)를 이용(利用)한 방법(方法)과 SCS무차원단위도법(無次元單位圖法)에 의해 홍수량(洪水量)을 구(求)한 결과(結果)를 요약하면 다음과 같다. 1. 대상유역(對象流域)에서 Horton의 하천분류법(河川分流法)에 따른 지상인자(地相因子)들의 유역특성(流域特性)인 분기비(分岐比), 길이비(比), 면적비(面積比)는 각각 3.6~5.5, 1.8~3.8, 5.1~6.4의 범위(範圍)로써 Horton이 제안(提案)한 값과 거의 일치(一致)하였다. 2. Markov 확률과정(確率科程)을 이용(利用)한 순간단위도(瞬間單位圖)에서 홍수량(洪水量)은 0~7%, 홍수도달시간(洪水到達時間)은 0~2시간(時間)의 오차로 양호한 값이 나타난데 반하여, SCS무차원단위법(無次元單位法)으로 구(求)한 홍수량(洪水量)은 10~40%, 홍수도달시간(洪水到達時間)은 0~4시간(時間)의 비교적 큰 오차가 나타났다.

• 물과 미래
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• 제10권2호
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• pp.101-111
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• 1977

The analysis performed here is aimed to increase the familiarity of hydrologic process especially for the small basins which are densely gaged. Kyung An and Mu Shim river basins are selected as a represectative basin according to the criteria which UNESCO has establisheed back in 1964 and being operated under the auspice of Ministry of Construction. The data exerted from these basins is utilized for the determination of the characteristics of precipitation and runoff phenomena for the small basin, which is considerred as a typical Korean samll watershed. The methodology developed by Soil Conservation Service, USA for determination of runoff value from precipitation is applied to find the suitability of the method to Korean River Basin. The soil cover complex number or runoff curve number was determined by considering the type of soil, soil cover, land use and other factor such as antecent moisture content. The averag values of CN for Kyung An and Mushim river basins were found to be 63.9 and 63.1 under AMC II, however, the values obtained from soil cover complex was less than those from total precipitation and effective precicpitation by 10-30%. It may be worth to note that an attention has to be paid in the application of SCS method lo Korean river basin by adjusting 10-30% increase to the value obtained from soil cover complex. Finally, the design flood hydrograph was consturcted by employing unit hydrograph technique to the dimensionless mass curve. Also a stepwise multiple regression was performed to find the relationship between runoff and API, evapotranspiration rate, 5 days antecedent precipitation and daily temperature.

• 대한전자공학회논문지SP
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• 제43권3호
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• pp.1-8
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• 2006

본 논문에서는 복원된 영상에서 블록현상을 제거하기 위해 POCS 이론을 기반으로 효율적인 후처리 기법을 제안한다. 블록 현상을 나타내는 불필요한 고주파성분을 제거하기 위해 웨이브렛 변환으로 효과적인 SCS 및 그 투영자를 제안한다. 또한 원 영상에서 에지로 나타나는 고주파성분은 찾아서 유지하는 방법도 제안한다. 실험결과로 제안하는 방법은 향상된 주관적 화질뿐만 아니라, 복원된 출력 영상에서의 PSNR이 향상됨을 알 수 있다.