• Magazine of the Korean Society of Agricultural Engineers
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• v.42 no.5
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• pp.103-113
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• 2000

A decision support system DSS-WQMRA (Decision Support System-Water Quality Management in Rural Area) was developed to help regional planners for the water quality management in a rural basin. The integrated model DSS-WQMRA, written in JAVA, includes four subsystems such as a GIS, a database, water quality simulation models and a decision model. In the system, the GIS deals with landuse and the location of pollutant sources. The database manages each data and supplies input data for various water quality simulation models. the water quality simulation model is composed of the GWLF( Generalized Watershed Loading Function), PCLM(Pollutant Loading Calculation Module) and the WASP5 model. The decision model based on mixed integer programming is designed to determine optimal costs and thus allow the selection of managemental practices to meet the water quality criteria. The methodology was tested with an example application in the Bokha River Basin, Kyunggi Province in Korea. It was proved that the integrated model DSS-WQMRA could be very useful for water quality management including the non-point source pollution in rural areas.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.993-997
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• 2007

본 연구에서는 새만금 유역을 대상으로 오염물질 배출상황을 보다 세부적인 수계의 분포에 따라 정량적으로 분석하고, 분석결과를 효과적으로 처리할 수 있는, 지리정보시스템을 이용한 오염총량 관리시스템을 개발하였다. 본 시스템은 (1) GIS 기반의 배출부하 데이터베이스를 구축하며, 배출부하량 및 세부적인 수계별 분포를 확인할 수 있는 검색 모듈과 (2) 자정계수와 유달거리로 구성된 유달함수를 통하여 유달부하 데이터베이스를 생성하는 모듈, 그리고 (3) 저류형, 침투형, 식생형, 장치/하수처리형 등의 비점오염 저감시설을 유역 말단에 설치하였을 경우, 소유역 및 새만금 유역전체를 대상으로 부하량 저감효과 및 삭감률이 계산 가능한 모듈로 구성되었다. 따라서 전문적인 지식이 없는 사용자도 결과의 판독이 가능하며, 대상유역의 부하량 분석 및 저감시설에 따른 부하량 예측을 통하여 수질정책 수립에 매우 유용한 도구로 사용되도록 하였다. 차후의 연구에서는 본 시스템과 수문/수질모델링시스템을 연계하여 종합적인 수질정보 및 수질관리를 위한 통합관리시스템의 지원이 가능하도록 할 예정이다.

• Journal of Korean Society of Water and Wastewater
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• v.14 no.2
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• pp.174-180
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• 2000

In this study two water quality models, widely used in Korea, WASP5 and SWRRB were applied to Lake Paldang. The simulated results were compared with the measured data. The simulation results using WASP5 showed that this model could reasonably predict the concentrations of $NO_3$-N, Organic N, and Organic P. In order to investigate the effect of pollution by non-point source SWRRB was simulated and the concentrations of nutrients were predicted. The results from WASP5 and SWRRB are not directly comparable because their input data are different and output values are differently presented. Therefore, if these two simulation models were applied simultaneously, many valuable data and information could be obtained due to their own applicabilities and advantages.

• Proceedings of the Korean Society of Agricultural Engineers Conference
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• 2000.10a
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• pp.519-524
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• 2000

The goal of this research is the establishment of a connection of an existing water quality model to GIS. The water quality model investigated was the Water Quality Analysis Simulation Program (WASP5), while the actual linkage was performed using object-oriented programming. The runoff and the non-point source loadings into the Channel were determined using a grid-based model developed in GIS. Afterwards, scripts were written in the ArcView programming language, Avenue, in order for ArcView to perform the following tasks : 1) write the input file informations, 2) format the input information into the proper WASP5 file, 3) execute the WASP5 subprogram for modeling.

• Proceedings of the Korea Contents Association Conference
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• 2016.05a
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• pp.411-412
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• 2016

고도화 산업사회에서 하천 횡단 도로에 설치되는 교량은 아주 중요한 역할을 한다. 이때 친수성을 고려한 기존 설치 교량 또는 그 부속 인도교에서 발생되는 비점오염원은 고농도인 상태로 초기우수와 함께 그대로 하천으로 방류됨으로써 하천수에 상당한 수질 오염을 초래한다. 이를 줄이기 위해 교량 인도교에 초기우수와 함께 일시에 유입되는 비점오염원을 경감시킴으로써 하천 수질의 개선효과는 클 것이다. 본 논문은 이러한 초기 우수로부터의 비점오염원을 저감시킬 수 있는 소형과 중형장치를 개발하고, 이를 사용한 실내실험을 통해 비점오염원 요소의 제거효율을 분석하고자 한다.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 1999.05a
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• pp.501-504
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• 1999

In the shallow trench isolation(STI) chemical mechanical polishing(CMP) process, the key issues are the optimized thickness control within- wafer-non-uniformity, and the possible defects such as nitride residue and pad oxide damage. These defects after STI CMP process were discussed to accomplish its optimum process condition. To understand its optimum process condition, overall STI related processes including reverse moat etch, trench etch, STI filling and STI CMP were discussed. It is represented that the nitride residue can be occurred in the condition of high post CMP thickness and low trench depth. In addition there are remaining oxide on the moat surface after reverse moat etch. It means that reverse moat etching process can be the main source of nitride residue. Pad oxide damage can be caused by over-polishing and high trench depth.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2009.11a
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• pp.161-164
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• 2009

This research is to show the mechanical properties of structural steels by welding at high temperature. Welding parts are divided with weld metal and HAZ(Heat Affected Zone). HAZ is formed by interval from welding heat source and heating and cooling rates. Then, the change of both microstructure and mechanical properties occurs. Discontinuity of mechanical and chemical property at HAZ is the cause of safety decrease of structure. At this point, in this research, tensile tests at high temperature with test pieces of base metal and weld metal of SS400 and SM490 are accomplished. From the results, the mechanical properties of both SS400 and SM490 are standardized without welding or non-welding.

• The Transactions of The Korean Institute of Electrical Engineers
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• v.60 no.3
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• pp.531-537
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• 2011

This paper proposes a finite element method (FEM)-based model of an interior permanent magnet (IPM) type BLDC motor having stator inter-turn faults. For more realistic simulation studies, the magnetic non-linearity is also considered in proposed model. And the simulation data are verified through experiment. By integrating the developed model with a current-controlled voltage source inverter (CCVSI) model, the characteristics of an inter-turn fault operated by six-switched inverter are investigated considering the speed control. And the circulating current, which is induced by magnetic linkage flux originated from PM, was analyzed from the view point of distortion of air-gap magnetic flux distribution caused deterioration of their torque.

• Proceedings of the KIPE Conference
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• 2015.07a
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• pp.351-352
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• 2015

This paper proposed a new control strategy for voltage source inverter (VSI) of effective fifth and seventh harmonic reduction in the point of common coupling (PCC) in islanded microgrid under nonlinear load without any additional hardware devices. The non-linear load regularly causes such harmonic distortion, which harmfully affect the performance of other loads or other distributed generation (DG) sources connect to the PCC. In order to improve the quality of delivered output voltage, these harmonic must be rejected. The proposed control strategy is developed based on the current controller formed by resonant controller parallel with a proportional integral controller, which perform on the fundamental reference frame. The reference current is estimated based on the voltage harmonic and the injecting power. The simulation and experimental results are shown to verify the effectiveness of proposed control method.

• Journal of Korean Society on Water Environment
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• v.23 no.4
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• pp.429-433
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• 2007

Many researchers have made a study of NPS unit-loads and the scientific evaluation method which need for formulating and enforcing a Total Maximum Daily Load (TMDL) management system and modifying a pollutant discharge loadings function. Some showed the event mean concentration (EMC) on single land-use. For the most parts, as the results showed on multiple land-uses, those cannot be used for NPS unit-loads calculation. NPS runoff shows various phenomena depending on rainfall monitoring data, therefore sampling methods and frequency for NPS monitoring must be different from the general monitoring for water quality trend assessment.