• Proceedings of the KIEE Conference
• /
• 2009.07a
• /
• pp.101_102
• /
• 2009

KSTAR(Korea Superconducting Tokamak Advanced Reseach)장치는 차세대핵융합연구장치로써 30개의 초전도자석으로 구성된다. 이 초전도자석에 전원을 공급하게 되는 PF (Poloidal Field) MPS(Magnet Power Supply)는 12상 Pulse 운전을 하게 되는데 이때 $h=kp{\pm}1$의 특성고조파와 90%에 가까운 무효전력이 발생되어 KSTAR 전력계통과 인근 부하장치에 치명적인 영향을 줄 수 있어 고조파와 무효전력을 동시에 보상할 수 있는 최적의 무효전력보상장치의 도입은 필연적이다. 본 논문에서는 KSTAR 1st Plasma 실험시의 무효전력과 고조파를 저감하기 위해 설치했던 즉, 1단계 기계식 스위칭에 의한 RPC(Reactive power compensator)의 보상특성의 평가결과를 기반으로 KSTAR 2009년 Plasma 실험에 대비하여 이의 운전특성과 설치 공간에 따르는 제약 등을 고려하여 최적의 RPC 설계를 도출하기 위해 실시한 TSC(Thyristor Switch Capacitor)기반의 RPC[1] 모의해석 결과와 기술적 사항을 소개하고자 한다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2008.05a
• /
• pp.1765-1769
• /
• 2008

'96년, '98년 임진강 유역과 경기북부 지역 집중호우를 시작으로 '02년 태풍 "루사", '03년 "매미", '04년 "메기" 등의 영향으로 대규모 수공 구조물의 설계빈도를 초과하는 폭우를 동반하여 전국적으로 사상 유례없는 막대한 홍수피해를 발생시켰다. 이러한 과정에서 "연천댐", "장현, 동막저수지" 붕괴 등 댐 붕괴로 인하여 댐 하류지역의 홍수피해가 크게 발생하여 이에 대한 대처계획 수립 필요성 및 이를 위한 댐 붕괴로 인한 홍수류 해석에 대한 연구가 절실히 필요하다. 본 연구에서는 비상대처계획(Emergency Action Plan, EAP)수립 대상 국가시설물 중 하나인 양양양수발전소 하부댐에 대한 댐 붕괴 해석을 실시하였다. DAMBRK를 통하여 댐 지점의 붕괴유출수문곡선을 산정하였으며, 댐 하류하천 수위분석은 1차원 DAMBRK와 HEC-RAS모형을 이용비교 분석하였고 이를 통하여 댐붕괴로 인한 하류하천 홍수류 해석시 HEC-RAS모형의 적용성을 검토하였다. 검토결과 HEC-RAS모형 계산치가 DAMBRK 모형에 의한 결과 보다 과대하게 산정 되었다. 향후 댐 붕괴로 인한 홍수류 해석을 위한 HEC-RAS모형 모의시 주변지형의 홍수터화 등의 기법을 첨가하여 홍수위 분석이 필요한 것으로 사료된다.

• Aerospace Engineering and Technology
• /
• v.2 no.1
• /
• pp.1-10
• /
• 2003

Methodology of predicting steady performance of gas turbine engine from transient test data was explored to develop an economic performance test technique. Discrepancy of transient performance from steady performance was categorized as dynamic, thermal and aerodynamic transient effects. Each effect was mathematically modeled and quantified to provide correction factors for calculating steady performance. The influence of engine inlet/outlet condition change on engine performance was corrected firstly, and then steady performance was predicted from the correction factors. The result was compared with steady performance test data. This correction method showed an acceptable level of precision, 3.68% difference of fuel flow.

• Proceedings of the Korean Society of Propulsion Engineers Conference
• /
• 2007.04a
• /
• pp.358-361
• /
• 2007

Most aircraft cruise in the stratosphere at which temperature is below $-50^{\circ}C$ md, as a result, the surface of aircraft can be iced up. Ice on the wing can change aerodynamic characteristic and results in the deterioration of its performance. Ice on the engine inlet increases the possibility of compressor blade damage and affects the performance and safety of the engine. This paper focused on the development of icing simulation device for analyzing effect of icing on engine performance. Icing simulation tests were conducted with a liquid air system and a icing simulation device and results show that icing could be simulated with this system.

• The Journal of Engineering Geology
• /
• v.8 no.1
• /
• pp.51-73
• /
• 1998

Hydrogeological systems in a metrnpolitan area can be understood by analyzing the groundwater disturbing factors such as constructions and land applications, the groundwater usage for domestic and industrial purposes, and the groundwater pumpage to lower the groundwater level for the structural safety of subway and underground facilities. This study is part of the study performed to understand the groundwater system in the Seoul area and it is focusing on the hydraulic properties. Groundwater well inventory, barometric efficiency measurements, pumping and slug tests, and long-term groundwater monitoring have been perfonrmed during the last 2 years. The relations between Han River and the groundwater around the river also have been observed. These observations and test data, together with the information on soil distribution, geology, and logging data are used to construct a database and GIS(Geographic Information System) presentation system using ARC/INFO. Barometric efficiencies appeared to have no special trends associated with well depths, which maeans that the degree of confinement of the crystaline rock aquifer of the Seoul area is distributed locally depending on the developrnent of fractures. Hydraulic conductivities exponentialiy decrease with well depth. The stage of Han River fluctuates according to the tidal movement of nearby seawater but the tidal effects attenuate due to the underwater dams. Groundwater levels in the Seoul area seem to have declined for the last two years,but it is not certain that the declination represents the long-term trend.

• Journal of the Korean GEO-environmental Society
• /
• v.12 no.2
• /
• pp.35-43
• /
• 2011

Confined aquifer, which is separated with upper clayey or silty materials, is partially distributed at the depths of the sediments in Ddan-sum area on the lower Nakdong river. Measurements of groundwater levels at 13 sites explain that groundwater flow shows seasonally various due to seasonal rainfall and agricultural water use. From 9 long-term monitoring data of groundwater levels at 7 sites, 3 types of groundwater levels time series can be classified using principal component analysis. The first type is seen in the center of Ddan-sum and has a round-shape graph due to a weak response to stream water levels. The second type exists in the outer part of Ddan-sum and shows sharply peak-shape graph due to a rapid and strong response to stream water levels and rainfall. The last type, which is seen in a deep layer, has a periodicity by tital effect. From geochemical analysis at each monitoring sites, [$Ca-HCO_3$] type happens in the center of Ddan-sum far from Nakdong river, and [$Na-HCO_3$] and [$Ca-SO_4(Cl)$] types exist in the outer of Ddan-sum affected by river quality.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2011.05a
• /
• pp.78-78
• /
• 2011

수자원 확보를 위해 건설된 저수지는 내외부위의 여러 가지 환경영향으로 인해 수질문제가 종종 발생한다. 이런 수질문제에 대처하기 위해 다양한 형태의 수질개선 장치가 고안되어 적용되고 있으며, 물순환장치도 그 중에 하나이다. 물순환장치는 수층에 산소를 공급하고 표층의 조류제어, 이취미 제거 등 다양한 목적으로 사용된다. 본 연구에서는 저수지에 설치된 대류식 물순환장치의 수질개선 효과를 평가해 보았다. 수체가 큰 저수지에서의 조사는 매우 어려운 점이 있으나, 조사방법은 물순환장치로 부터 일정거리에서 수심별 수질조사를 실시하였으며, 물순환장치가 가동되는 지역과 장치가 없는 지역에 대한 조사를 실시하여 그 차이 만큼을 수질개선 효과로 평가하였다. 현장조사는 물순환장치로부터 1m, 3m, 5m, 7m, 10m, 13m, 15m 떨어진 지점에서 유속과 수질조사를 실시하였으며, 유속은 표면유속만 측정하였고 수질은 수표면에서부터 저수지 바닥까지 조사를 실시하였다. 조사기간 동안 수체의 물리적 조건은 계절에 따라 다양한 변화를 보였으나, 양수된 저층수의 흐름은 수평방향으로 흘러들어가면서 온도변화에 따라 혼합되거나 하강하는 것으로 나타났다. 심층 혐기성층이 발달된 상황에서 물순환장치의 가동은 물순환장치 흡입구 근처의 혐기성층을 흡입하여 표층으로 확산시켰고 이로인해 주변의 수체가 물순환장치 흡입구로 밀려오면서 심층의 혐기성층이 약화되는 현상을 나타냈다. 조류가 발생한 기간중에 물순환장치에 의한 조류제어 효과는 심층수가 상승하여 확산되는 수평방향으로 반경 약 10m 지점까지 조류농도가 낮아지는 것을 확인할 수 있었으며 조류농도가 낮아지는 기간에는 그 영향범위가 조금 적어지는 것으로 나타났다. 이러한 결과로 볼때 저수지에 설치되어 운영되는 대류식 물순환장치는 심층의 혐기화 개선과 표층의 조류제어에 효과가 있는 것으로 판단할수 있으나, 조류제어에 대해서는 좀 더 심도있는 조사가 필요할 것으로 판단되었다.

• The Journal of Engineering Geology
• /
• v.25 no.4
• /
• pp.511-524
• /
• 2015

Groundwater causing subsidence in limestone mines is uncommon, and thus relatively poorly investigated. This case study investigated the cause and possibility of future subsidence through an evaluation of ground stability at the Samsung limestone mine, Chungcheongbuk-do. The ground near the mine area was evaluated as unstable due to rainfall permeation, and subsidence in the unmined area resulted from groundwater level drawdown. Future subsidence might occur through the diffusion of subsidence resulting from the small thickness of the mined rock roof, fracture rock joints, and poor ground conditions around the mine. In addition, the risk of additional subsidence by limestone sinkage in corrosion cavities, groundwater level drawdown due to artificial pumping, and rainfall permeation in the limestone zone necessitates reinforcements and other preventative measures.

• Journal of the Korean earth science society
• /
• v.38 no.7
• /
• pp.570-580
• /
• 2017

The purpose of the study was to evaluate the groundwater quality of Sinan-gun, Jeollanam-do, an island located in the southern part of the Korean peninsula where the effect of seawater on the groundwater quality had not been investigated in the past. In order to evaluate its effect, the hydrogeological parameters including groundwater quality and major dissolved components were investigated. The water quality was measured four times in the field, and 74 of 163 samples that showed the high conductivity value of more than $500{\mu}S/cm$ and the influence of seawater on the groundwater were analyzed by $Cl^-/HCO_3{^-}$ molar ratio. The results showed that, 40 samples out of 74 were found to have a value of 2.8 or more, indicating severe and very severe effects. According to the type of groundwater quality, the ratio of samples belonging to Na-Cl type, which is considered to be influenced by the direct seawater, is 35.3% for bedrock groundwater and 52.5% for weathered zone and alluvial groundwater. In the evolution stage of groundwater due to seawater infiltration, the type of Ca-Cl prior to the Na-Cl type is 44.1% in bedrock groundwater and 45% in weathered zone and alluvial groundwater. The effect of sea water on the aquifer is likely to be influenced by distance from the shore, pumped water, and tide.

• Journal of Korea Soil Environment Society
• /
• v.2 no.1
• /
• pp.51-61
• /
• 1997

The objective of this study is to evaluate the feasibility of Pumping-and-Treatment system (PTS) for remediation of the saturated zones contaminated with NAPLs. A simulation is carried out for the removal of DNAPLs (denser-than-water non-aqueous phase liquids) and LNAPLS (lighter-than-water non-aqueous phase liquids) distributing at and below the water table. In the study, LNAPL and DNAPL are assumed to be n-hexane and 1,1-dichloroacetone, respectively. The model system studied consists of four heterogeneous soil layers with different permeabilities. Groundwater flows through the bottom layer and a pumping well is located under the initial water table. The time-driven deformation of the water table and removal efficiency of contaminants are estimated after vacuum application to the inlet of the well. In the calculation, FVM (Finite Volumetric Method) with SIMPLEC algorithm is applied. Results show that removal efficiencies of both DNAPL and LNAPL are negligible for the first 5 days after the PTS operation. However, when the cone-shape water table is formed around the inlet of the pumping well, the rapid removal rate is obtained since NAPLs migrate rapidly through the curvature of the water table. The removal efficiency of DNAPL is estimated to be higher than that of LNAPL due to the gravity. The results also show that the fluctuation or cone-shaped depression of the water table enhances the removal efficiency of NAPLs in saturated zones. The simulation results could provide a basis of the PTS design for the removal of NAPLs in saturated zones.