• 시스템엔지니어링학술지
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• 제16권2호
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• pp.97-109
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• 2020

On March 11, 2011, an earthquake followed by a tsunami caused an extended station blackout (SBO) at the Fukushima Dai-ichi NPP Units. The accident was initiated by a total loss of both onsite and offsite electrical power resulting in the loss of the ultimate heat sink for several days, and a consequent core melt in some units where proper mitigation strategies could not be implemented in a timely fashion. To enhance the plant's coping capability, the Diverse and Flexible Strategies (FLEX) were proposed to append the Emergency Operation Procedures (EOPs) by relying on portable equipment as an additional line of defense. To assess the success window of FLEX strategies, all sources of uncertainties need to be considered, using a physics-based model or system code. This necessitates conducting a large number of simulations to reflect all potential variations in initial, boundary, and design conditions as well as thermophysical properties, empirical models, and scenario uncertainties. Alternatively, data-driven models may provide a fast tool to predict the success window of FLEX strategies given the underlying uncertainties. This paper explores the applicability of Artificial Intelligence (AI) to identify the success window of FLEX strategy for extended SBO. The developed model can be trained and validated using data produced by the lumped parameter thermal-hydraulic code, MARS-KS, as best estimate system code loosely coupled with Dakota for uncertainty quantification. A Systems Engineering (SE) approach is used to plan and manage the process of using AI to predict the success window of FLEX strategies under extended SBO conditions.

• 반도체디스플레이기술학회지
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• 제20권4호
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• pp.171-176
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• 2021

Die-to-wafer (D2W) hybrid bonding in the multilayer semiconductor manufacturing process is one of wafer direct bonding, and various studies are being conducted around the world. A noteworthy point in the current die-to-wafer process is that a lot of voids occur on the bonding surface of the die during bonding. In this study, as a suggested method for removing voids generated during the D2W hybrid bonding process, a flexible mechanism for implementing convex for die bonding to be applied to the bond head is proposed. In addition, modeling of flexible mechanisms, analysis/design/control/evaluation of static/dynamics properties are performed. The proposed system was controlled by capacitive sensor (lion precision, CPL 290), piezo actuator (P-888,91), and dSpace. This flexure mechanism implemented a working range of 200 ㎛, resolution(3σ) of 7.276nm, Inposition(3σ) of 3.503nm, settling time(2%) of 500.133ms by applying a reverse bridge type mechanism and leaf spring guide, and at the same time realized a maximum step difference of 6 ㎛ between die edge and center. The results of this study are applied to the D2W hybrid bonding process and are expected to bring about an effect of increasing semiconductor yield through void removal. In addition, it is expected that it can be utilized as a system that meets the convex variable amount required for each device by adjusting the elongation amount of the piezo actuator coupled to the flexible mechanism in a precise unit.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.2-11
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• 2006

In the processes of hydrological cycle, when precipitation reaches the ground surface, water may become surface runoff or infiltrate into soil and then possibly further percolate into groundwater aquifer. A part of the water is returned to the atmosphere through evaporation and transpiration. Soil moisture dynamics driven climate fluctuations plays a key role in the simulation of water transfer among ground surface, unsaturated zone and aquifer. In this study, a one-layer canopy and a four-layer soil representation is used for a coupled soil-vegetation modeling scheme. A non-zero hydraulic diffusivity between the deepest soil layer modeled and groundwater table is used to couple the numerical equations of soil moisture and groundwater dynamics. Simulation of runoff generation is based on the mechanism of both infiltration excess overland flow and saturation overland flow nested in a numerical model of soil moisture dynamics. Thus, a comprehensive hydrological model integrating canopy, soil zone and aquifer has been developed to evaluate water resources in the plain region of Huaihe River basin in East China and simulate water transfer among precipitation, surface water, soil moisture and groundwater. The newly developed model is capable of calculating hydrological components of surface runoff, evapotranpiration from soil and aquifer, and groundwater recharge from precipitation and discharge into rivers. Regional parameterization is made by using two approaches. One is to determine most parameters representing specific physical values on the basis of characterization of soil properties in unsaturated zone and aquifer, and vegetations. The other is to calibrate the remaining few parameters on the basis of comparison between measured and simulated streamflow and groundwater tables. The integrated modeling system was successfully used in the Linhuanji catchment of Huaihe plain region. Study results demonstrate that (1) on the average 14.2% of precipitation becomes surface runoff and baseflow during a ten-year period from 1986 to 1995 and this figure fluctuates between only 3.0% in drought years of 1986, 1988, 1993 and 1994 to 24.0% in wet year of 1991; (2) groundwater directly deriving from precipitation recharge is about 15.0% t of the precipitation amount, and (3) about half of the groundwater recharge flows into rivers and loses through evaporation.

• 터널과지하공간
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• 제23권5호
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• pp.372-382
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• 2013

고준위폐기물처분장에 대한 열-수리-역학적 거동 모델링은 처분장의 성능 및 안전성 평가를 위해서 선행되어야 할 중요한 연구과제이다. 본 연구에서는 $\ddot{A}$sp$\ddot{o}$ 원형처분장의 열적 거동을 해석하고, 현장 실험데이터와의 비교를 통해 모델 계산결과의 타당성을 검증하였다. 모델 시뮬레이션에서는 처분공과 처분터널 및 그 주변 암반에 대한 온도분포를 분석하였다. 현장 실험데이터와의 비교는 처분공 DH-6를 대상으로 수행하였다. 그 결과 모델 계산치는 측정위치에 따라 실험치 보다 약 2-$5^{\circ}C$ 정도 높은 온도값을 보였으나, 온도변이 곡선은 비슷한 패턴을 보여 주었다. 실험치와 모델 계산치의 이러한 차이는 모델에 의한 열적거동 해석에서 암반을 제외한 완충재, 벤토나이트 펠렛, 뒷채움재 내의 수리학적 및 역학적 거동을 고려하지 않았기 때문으로 판단되었다.

• 한국대기환경학회지
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• 제29권3호
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• pp.251-263
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• 2013

The surface ozone concentrations changes were investigated in response to climate change over the Korean peninsula for summertime using the global-regional one way coupled Integrated Climate and Air quality Modeling System (ICAMS). The future simulations were conducted under the Intergovernmental Panel on Climate Change (IPCC) Special Report on Emissions Scenarios (SRES) A2 and B1 scenarios. The modeling system was applied for four 10-year simulations: 1996~2005 as a present-day case, 2016~2025, 2046~2055, and 2091~2100 as future cases. The results in this study showed that the mean surface ozone concentrations increased up to 0.5~3.3 ppb under the A2, but decreased by 0.1~10.9 ppb under the B1 for the future, respectively. However, its increases were lower than an increase of the average daily maximum 8-hour (DM8H) surface ozone concentrations which was projected to increase by 2.8~6.5 ppb under the A2. The DM8H surface ozone concentrations seem to be therefore far more affected by the climate and emissions changes than mean values. The probability of exceeding 60 ppb was projected to increase by 6~19% under the A2. In the case of B1, its changes were presented with an increase of 2.9% in the 2020s but no occurrence in the 2100s due to the effect of the reduced emissions. Future projection on surface ozone concentrations was generally shown to have almost the similar trend as the emissions of $NO_x$ and NMVOC.

• 콘크리트학회논문집
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• 제19권3호
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• pp.359-366
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• 2007

최근들어 내구성에 대한 사회적, 공학적 중요성이 부각됨에 따라, 염해 및 탄산화에 대한 연구가 집중되고 있다. 일반적으로 침지된 구조물의 경우를 제외하고는 염해와 탄산화는 동시에 발생하게 되는데, 탄산화 영역에서는 염화물 거동이 일반콘크리트에서의 염화물 거동과 다르게 평가된다. 그리고 콘크리트 구조에 발생된 균열은 단일열화 뿐 아니라 복합열화의 진전에도 큰 영향을 미치게 된다. 본 연구의 목적은 염화물 확산과 침투 그리고 이산화탄소 유입에 따른 탄산화 거동을 고려하여, 복합열화에 노출된 건전부 및 균열부 콘크리트 구조물의 열화 해석을 수행하는데 있다. 먼저 초기재령 콘크리트의 다상 수화 발열 모델 및 공극 구조 형성 모델을 도입한 염화물 확산 및 침투를 고려한 염화물 이동 모델을 이용하였다. 이후 탄산화 해석을 통하여 탄산화 영역 진전에 따라 변화하는 공극 분포, 포화도 및 고정화 염화물의 해리를 모델링하여 복합 열화 모델을 개발하였으며 개발된 모델은 기존의 실태 조사 결과 및 실험 결과와 비교하여 그 적용성을 검증하였다. 한편 선행된 연구 결과인 균열부의 염화물 및 탄산화 거동을 고려하여, 보통포틀랜트시멘트 (OPC; ordinary portland cement) 및 혼화재 (슬래그)를 사용한 콘크리트에 대한 복합열화 거동을 시뮬레이션 하였다. 그 결과 건전부 및 균열부에 대하여 복합열화 저항성을 평가할 수 있는 복합열화 천이 영역 (CCTZ)를 제안하였으며, 혼화재를 사용한 콘크리트가 OPC를 사용한 콘크리트에 비하여 복합열화 저항성이 우수함을 해석적으로 구명하였다.

• 한국제4기학회지
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• 제20권1호
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• pp.9-27
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• 2006

이 연구는 동아시아 (중국, 한국, 그리고 일본) 여름몬순과 그 변동성을 MME (multi-model ensemble)을 이용하여 IPCC AR4 (Intergovernmental Panel on Climate Change Fourth Assessment Report) 실험의22개 접합 기후모델 결과 자료로 분석하였다. 결과자료들은 사용 가능한 모든 모델의 평균값을 이용하였다. 여름 몬순 기간 동안 최대 강수를 가지는 연주기는 모델에 의해 모의되었으나 장마(Meiyu-Changma-Baiu) 강수밴드의 이동(북쪽)과 연관되어 7월에 나타나는 최소값은 모의하지 못했다. MME 강수 패턴은 북태평양아열대 고기압과 장마전선대의 위치와 연관된 강수의 공간적 분포를 잘 나타내었다. 그러나 중국, 한반도, 그리고 일본의 동해와 인근 해역의 강수는 과소 예측되었다. 마지막으로 $CO_2$ 농도 배증시나리오의 복사 강제에 대한 미래예측을 분석하였다. MME는 $CO_2$ 농도가 배증될 때 동아시아지역에서 강수는 평균 7.8%로 나타났고, $5{\sim}10%$의 변화폭을 보였다. 그러나 이러한 강수의 증가는 통계적으로 한반도와 일본, 그리고 인근 북중국 지역에서만 중요한 의미를 가진다. 강수 예측에서 나타난 변화는 아열대 고기압의 강도 변화에 비례하는 것으로 나타났다. 그리고 봄에서 초가을까지 여름 몬순의 지속기간이 길어짐을 확인하였다.

• 한국농공학회논문집
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• 제62권6호
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• pp.131-142
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• 2020

The objective of this study was to evaluate future inundation risk of farmland according to the application of coupled model intercomparison project phase 5 (CMIP5) and coupled model intercomparison project phase 6 (CMIP6). In this study, future weather data based on CMIP5 and CMIP6 general circulation model (GCM) were collected, and inundation was simulated using the river modeling system for small agricultural watershed (RMS) and GATE2018 in the Tanjung district of the Moohan stream watershed. Although the average probable rainfall of CMIP5 and CMIP6 did not show significant differences as a result of calculating the probability rainfall, the difference between the minimum and maximum values was significantly larger in CMIP6. The results of the flood discharge calculation and the inundation risk assessment showed similar to trends to those of probability rainfall calculations. The risk of inundation in the future period was found to increase in all sub-watersheds, and the risk of inundation has been analyzed to increase significantly, especially if CMIP6 data are used. Therefore, it is necessary to consider climate change effects by utilizing CMIP6-based future weather data when designing and reinforcing water structures in agricultural areas in the future. The results of this study are expected to be used as basic data for utilizing CMIP6-based future weather data.

• 대한토목학회논문집
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• 제33권1호
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• pp.137-147
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• 2013

수리구조물의 효과적 운영과 홍수기 피해저감을 위해서는 하천수리특성에 대한 적절한 이해가 필수적이며, 다차원모형의 적용을 통해 그 목적을 달성할 수 있다. 그러나 다차원모형 적용은 방대한 자료와 많은 분석시간을 요구하여 실무적용에 한계가 있다. 본 연구에서는 유역유출모형 및 1차원 수리모형과 다차원모형의 연계모의 기법을 제안하고 실제 하천에 대한 적용성을 검증하고자 하였다. 다차원 수리모형으로 EFDC를 이용하였으며, 모의를 위한 경계조건 결정을 위한 유역유출모형과 1차원수리모형으로 COSFIM과 FLDWAV를 이용하였다. 다차원모형의 연계적용기법을 통하여 기존의 선단위 지점단위 정보 뿐 아니라 공간 격자단위 정보를 제공 받을 수 있어 하천에서의 물리적 현상을 고려한 공간적 수리특성을 반영한 하천관리가 가능할 것이다.

• Coupled systems mechanics
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• 제1권4호
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• pp.381-395
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• 2012

Dynamic response of Pile Supported Structures is highly depended on Soil Pile Structure Interaction. In this paper, by comparison of experimental and numerical dynamic responses of a prototype jacket offshore platform for both hinge based and pile supported boundary conditions, effect of soil-pile-structure interaction on dynamic characteristics of this platform is studied. Jacket and deck of a prototype platform is installed on a hinge-based case first and then platform is installed on eight skirt piles embedded on continuum monolayer sand. Dynamic characteristics of platform in term of natural frequencies, mode shapes and modal damping are compared for both cases. Effects of adding and removing vertical bracing members in top bay of jacket on dynamic characteristics of platform for both boundary conditions are also studied. Numerical simulation of responses for the studied platform is also performed for both mentioned cases using capability of ABAQUS and SACS software. The 3D model using ABAQUS software is created using solid elements for soil and beam elements for jacket, deck and pile members. Mohr-Coulomb failure criterion and pile-soil interface element are used for considering nonlinear pile soil structure interaction. Simplified modeling of soil-pile-structure interaction effect is also studied using SACS software. It is observed that dynamic characteristics of the system changes significantly due to soil-pile-structure interaction. Meanwhile, both of complex and simplified (ABAQUS and SACS, respectively) models can predict this effect accurately for such platforms subjected to dynamic loading in small range of deformation.