• 물과 미래
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• 제26권1호
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• pp.81-91
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• 1993

본 논문에서, 실제 유역에서의 이동강우에 의한 유출현상을 분포형 모델을 이용하여 모의하였다. 실제유역으로 미국 Idaho주의 Macks Creek 실험유역이 선정되었으며, 사용된 이동강우로 1965년 8월23일 15시 30분에서 17시 30분까지 약 2시간에 걸쳐 진행되었던 강우를 채택하였다. 이 강우는 강우 지속 기간동안 강우강도의 값이 상당히 변화하며, 또한 강우 자체가 지역내 한지점으로부터 다른 지점으로 점차적으로 이동되어가는 전형적인 이동강우의 특성을 갖추었다. 또한 이 유역내 지표면을 이루고 있는 토양의 특성, 식물의 피복정도, 지표면의 경사, 하상경사등의 유출 지배 인자들은 각 지점마다 그 값이 다른 전형적 공간분포 형태를 갖추고 있다. 분포형 모델로는 본 논문의 전편에서 개발된 모델을 사용하였는데, 이 모델은 유역내 유출현상을 지표면 흐름과 하천망 흐름으로 나누어 모의한다. 즉, 2차우너의 유한요소 모델을 이용하여 지표면 유출을 모의한후 모의된 지표면의 유출량을 1차원의 유한차분 모델의 입력자료로하여 하천망의 유출을 모의한다. 분포형 모델을 적용하여 유역의 하류지점에서 모의된 유출량과 관측된 유출량은 상당히 일치하고 있고 또한 하천망내 각각의 합류점에서도 상.하류간에 질량의 관계가 잘 보존되고 있었으며, 제안된 분포형 모델을 이요하여 유역내 이동강우가 성공적으로 모의되어다.

• 한국지리정보학회지
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• 제7권4호
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• pp.88-97
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• 2004

본 연구에서는 원격탐사나 지리정보시스템 등을 적용하여 ASCII형태의 수치표고자료와 원격탐사 자료를 이용하여 분류한 토지피복도를 이용하여 각 토지피복별로 알베도와 바로크계수, 증발효율 등을 이용할 수 있는 격자형 토지피복자료를 격자단위로 분할하여 모형의 입력값으로 이용하였기 때문에 유역의 공간적인 특성을 반영한 보다 정확하고 신뢰성있는 자료의 구축이 가능했고, 기존의 열수지법을 이용하여 증발산량의 시 공간적인 분포양상을 계산할 수 있는 격자기반의 분포형 증발산량 추정 프로그램을 포트란언어로 개발하였으며, 격자형 증발산량 산정 모형은 향후 연구될 격자기반의 분포형 강우-유출모형과 통합할 수 있도록 고려하였다. 또한, 격자기반의 계산으로 증발산량에 대한 유역내 특정지점에서의 시간적 변화 양상과 공간적 분포 양상을 GIS상에서 나타낼 수 있도록 구성하였다. 모형의 적용성 검증을 위해서 비교적 정확한 기상자료와 수문자료를 보유하고 있는 일본의 쇼나이강 유역($532km^2$)을 대상으로 적용한 결과, 유역 연평균 증발산량은 825.4mm로 나타났다.

• 한국습지학회지
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• 제21권1호
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• pp.1-8
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• 2019

본 연구에서는 다중최적화기법을 이용하여 2가지 수문학적 과정을 통하여 유출량을 산정하는 수문모형의 모형 최적화를 시도하였으며, 수문모형으로는 융설량과 유출량을 동시에 산정할 수 있는 분포형 수문모형인 HL-RDHM을 이용하였다. 대상유역으로는 융설량 자료를 수집할 수 있는 미국 콜로라도의 Durango River 유역을 선정하였다. 다중최적화기법으로는 MOSCEM을 활용하였으며, 융설과 관련된 매개변수 5개와 유출에 관련된 매개변수 13개를 선정하여 매개변수 보정과 수문모형 최적화를 시도하였다. 모형 최적화를 위해 2004 - 2005년의 자료가 활용되었고, 2001 - 2004년 자료를 이용하여 검증하였다. 융설량과 유출량을 동시에 최적화함으로써 RMSE 기준으로, 3개의 SNOTEL 지점에서 초기해에 의한 모의치 보다 7% - 40%까지 RMSE 오차를 줄일 수 있었고, 유출구의 USGS 관측점에서 초기해에 비해 약 40% 값이 개선됨을 확인하였다.

• Smart Structures and Systems
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• 제22권6호
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• pp.689-697
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• 2018

This paper presents a model of the elastic curve for rectangular beams with straight haunches under uniformly distributed load and moments in the ends considering the bending and shear deformations (Timoshenko Theory) to obtain the deflections and rotations on the beam, which is the main part of this research. The traditional model of the elastic curve for rectangular beams under uniformly distributed load considers only the bending deformations (Euler-Bernoulli Theory). Also, a comparison is made between the proposed and traditional model of simply supported beams with respect to the rotations in two supports and the maximum deflection of the beam. Also, another comparison is made for beams fixed at both ends with respect to the moments and reactions in the support A, and the maximum deflection of the beam. Results show that the proposed model is greater for simply supported beams in the maximum deflection and the traditional model is greater for beams fixed at both ends in the maximum deflection. Then, the proposed model is more appropriate and safe with respect the traditional model for structural analysis, because the shear forces and bending moments are present in any type of structure and the bending and shear deformations appear.

• Journal of Electrical Engineering and Technology
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• 제12권6호
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• pp.2146-2156
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• 2017

When a failure occurs in active distribution system, it will be isolated through the action of circuit breakers and sectionalizing switches. As a result, the network might be divided into several connected components, in which distributed generations could supply power for customers. Aimed at decreasing customer interruption cost, this paper proposes a theoretically optimal island partition model for such connected components, and a simplified but more practical model is also derived. The model aims to calculate a dynamic island partition schedule during the failure recovery time period, instead of a static islanding status. Fluctuation and stochastic characteristics of the renewable distributed generations and loads are considered, and the interruption cost functions of the loads are fitted. To solve the optimization model, a heuristic search algorithm based on the hill climbing method is proposed. The effectiveness of the proposed model and algorithm is evaluated by comparing with an existing static island partitioning model and intelligent algorithms, respectively.

• 한국농공학회논문집
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• 제55권1호
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• pp.9-15
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• 2013

This study is to evaluate the parameter behavior of VfloTM distributed rainfall-runoff model by applying 3 kinds of rainfall interpolation methods viz. Inverse Distance Weighting (IDW), Kriging (KRI), and Thiessen network (THI). For the 1,544 $km^2$ Dongcheon watershed of Nakdong river, the model was calibrated using 4 storm events in 2007 and 2009, and validated using 2 storm events in 2010. The model was calibrated with Nash-Sutcliffe model efficiency of 0.97 for IDW, 0.94 for KRI, and 0.95 for THI respectively. For the sensitive parameters, the saturated hydraulic conductivity ($K_{sat}$) for IDW, KRI, and THI were 0.33, 0.31, and 0.43 cm/hr, and the soil suction head at the wetting front (${\Psi}_f$) were 4.10, 3.96, and 5.19 cm $H_2O$ respectively. These parameters affected the infiltration process by the spatial distribution of antecedent moisture condition before a storm.

• 한국농공학회논문집
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• 제52권4호
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• pp.1-10
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• 2010

In this study, two estimation equations for preparing stream data for distributed storm runoff model were developed by analyzing the nonlinear relation between upstream flow-length and stream width, and between upstream flow-length and stream bed-slope. The equations for stream cell were tested in Chungjudam watershed (6,661 $km^2$) using KIMSTORM. Six storm events occurring between 2003 and 2008 were selected for the model calibration and verification before the test of equations. The average values of the Nash-Sutcliffe model efficiency (ME), the volume conservation index (VCI), the relative error of peak runoff rate (EQp), and the difference of time to peak runoff (DTp) were 0.929, 1.035, 0.037, and -0.406 hr for the calibrated four storm events and 0.956, 0.939, 0.055, and 0.729 hr for the two verified storm events respectively. The estimation equations were tested to the storm events, and compared the flood hydrograph. The test result showed that the estimation equation of stream width reduced the peak runoff and delaying the time to peak runoff, and the estimation equation of stream bed-slope showed the opposite results.

• 한국농공학회논문집
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• 제60권1호
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• pp.111-120
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• 2018

The purpose of this study was to develop a ridge regression (RR) model to estimate BOD and TP load using runoff weighted value. The concept of runoff weighted value, based on distributed curve-number (CN), was introduced to reflect the impact of land covers on runoff. The estimated runoff depths by distributed CN were closer to the observed values than those by area weighted mean CN. The RR is a technique used when the data suffers from multicollinearity. The RR model was developed for five flow duration intervals with the independent variables of daily runoff discharge of seven land covers and dependent variables of daily pollutant load. The RR model was applied to Heuk river watershed, a subwatershed of the Han river watershed. The variance inflation factors of the RR model decreased to the value less than 10. The RR model showed a good performance with Nash-Sutcliffe efficiency (NSE) of 0.73 and 0.87, and Pearson correlation coefficient of 0.88 and 0.93 for BOD and TP, respectively. The results suggest that the methods used in the study can be applied to estimate pollutant load of different land cover watersheds using limited data.

• Journal of Power Electronics
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• 제11권3호
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• pp.350-359
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• 2011

This paper describes the operational analysis results of a DC micro-grid using a detailed model of distributed generation. A detailed model of wind power generation, photo-voltaic generation and fuel cell generation was implemented with an userdefined model created with PSCAD/EMTDC software and coded in C-language. The operational analysis was carried out using PSCAD/EMTDC software, in which the power circuit is implemented by a built-in model and the controller is modeled by an user-defined model that is also coded in C-language. Various simulation results confirm that a DC micro-grid can operate without any problems in both the grid-tied mode and in the islanded mode. The operational analysis results confirm that the DC micro-grid makes it feasible to provide power to the load stably. It can also be utilized to develop an actual system design.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2004년도 학술대회 논문집 정보 및 제어부문
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• pp.462-464
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• 2004

ActiveX is the general name for a set of Microsoft Technologies that allows users to re-use code and link individual programs together to suit their computing needs. In addition ActiveX technology Provides a standard model for interapplication communication that different programming language. ActiveX is based on COM(Component Object Model), the COM standard allow developer to create code and application from a multitude of different languages and build a defined interface to that code, making it easily accessible by other application. By using ActiveX, user can access the functionality of other applications running remote computer distributed through the network and communicate over the network to build distributed applications. LabVIEW provides access to other Windows applications using ActiveX technologies. So in this paper we implement distributed application using ActiveX technology for remote control and monitoring.