• 한국지하수토양환경학회지:지하수토양환경
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• 제20권2호
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• pp.10-21
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• 2015

The present study introduces a novel numerical approach for solving dispersion dominated problems with Cauchy boundary condition in an Eulerian-Lagrangian scheme. The study reveals the incapability of traditional Neuman approach to address the dispersion dominated problems with Cauchy boundary condition, even though it can produce reliable solution in the advection dominated regime. Also, the proposed numerical approach is applied to a real field problem of radioactive contaminant migration from radioactive waste repository which is a major current waste management issue. The performance of the proposed numerical approach is evaluated by comparing the results with numerical solutions of traditional FDM (Finite Difference Method), Neuman approach, and the analytical solution. The results show that the proposed numerical approach yields better and reliable solution for dispersion dominated regime, specifically for Peclet Numbers of less than 0.1. The proposed numerical approach is validated by applying to a real field problem of radioactive contaminant migration from radioactive waste repository of varying Peclet Number from 0.003 to 34.5. The numerical results of Neuman approach overestimates the concentration value with an order of 100 than the proposed approach during the assessment of radioactive contaminant transport from nuclear waste repository. The overestimation of concentration value could be due to the assumption that dispersion is negligible. Also our application problem confirms the existence of real field situation with advection dominated condition and dispersion dominated condition simultaneously as well as the significance or advantage of the proposed approach in the real field problem.

• 대한교통학회지
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• 제29권2호
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• pp.81-89
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• 2011

통행분포(trip distribution)는 4단계 통행수요추정의 첫 단계인 통행발생(trip generation)에서 구해진 통행생성(trip production)과 통행 유인(trip attraction)을 연결시키는 작업이다. 즉 하나의 존에서 생성 또는 유인되는 통행량을 다른 존에 분포시키는 과정이다. 이에 반해, 통행수단선택(transport mode choice)은 통행자들이 어떤 교통수단을 선택할 것인지를 결정하는 단계이다. 그러나, 이들 통행분포단계와 통행수단선택단계는 서로 밀접한 관계가 있음에도 불구하고, 서로 독립적으로 수행되어온 경향이 있었다. 본 연구에서는 통행분포단계와 통행수단선택단계를 통합한 모형을 제시하고 이를 풀기 위한 알고리듬도 제시한다. 통합모형의 통행분포모형으로는 중력모형(gravity model)을 적용되며, 수단선택모형으로는 로짓모형(logit model)을 이용한다. 본 연구의 통합모형은 각 단계별로 개별적으로 진행되는 추정단계가 하나의 모형 틀 안에서 통합적으로 이루어져 좀 더 현실적이며, 통행비용의 불일치 문제가 해소될 수 있다. 또한, 통합모형에서도 균형조건(equilibrium condition)이 존재함을 증명하며, 통합모형의 민감도 분석을 통하여 기존 모형과의 차이점을 설명한다.

• International Journal of Railway
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• 제6권2호
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• pp.33-44
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• 2013

In recent years, energy consumption in the transportation sector by expanding motorization continues to increase in almost every country in the world. Moreover, the growth rate of the transportation energy consumption is significantly higher than those of the civilian and industrial sectors. Therefore, every country strives to reduce its dependence on private transport, which is the main contributor to the transportation energy consumption. In many countries, concepts such as Transit Oriented Development (TOD) or New Urbanism, which controls road traffic by increasing the proportion of the public transportation significantly, have been implemented to encourage a modal shift to public transport. However, the level of change required for eliminating environmental problems is a challenging task. Minimizing transportation energy consumption by controlling the increase of the traffic demand and maintaining the level of urban mobility simultaneously is a pressing dilemma for each city. Grasping the impact of the diversity of the urban transport and infrastructure is very important to improve transportation energy efficiency. However, the potential for reducing urban transportation energy consumption has often been ineffectively demonstrated by the diversity of cities. Therefore, the accuracy of evaluating the current efficiency rate of the urban energy consumption is necessary. Nevertheless, quantitative analyses related to the efficiency of transportation energy consumption are scarce, and the research on the current condition of consumption efficiency based on international quantitative analysis is almost nonexistent. On the basis of this background problem definitions, this research first built a database of the transportation energy consumption of private modes in 119 cities, with an attempt to reflect individual travel behaviors calculated by Person Trip data. Subsequently, Data Envelopment Analysis (DEA) was used as an assessment method to evaluate the efficiency of transportation energy consumption by considering the diversity of the urban traffic features in the world cities. Finally, we clarified the current condition of consumption efficiency by attempting to propose a target values for improving transportation energy consumption.

• Nuclear Engineering and Technology
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• 제25권2호
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• pp.248-254
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• 1993

본 연구에서는 법규에서 규정하고 있는 주변온도 38$^{\circ}C$의 정상수송조건하에서 수송용기의 건식수송조건에 대한 열해석을 평가하였다. 수송용기는 1회에 PWR 핵연료집합체 4개를 운반할 수 있는 용량을 가지며, 설계기준 핵연료는 연소도 38,000 MWD/MTU, 냉각기간 3년을 기준으로 하였다. 건식수송조건에 대한 열해석을 평가하기 위하여 COBRA-SFS 전산코드를 이용하였다. 수송용기 내부 cavity에 공기, 질소 및 헬륨가스를 채우는 세가지 조건에 대한 해석을 수행하였으며, 최대 핵연료봉의 온도는 수송용기 내부 cavity가 공기인 경우에는 277$^{\circ}C$, 헬륨인 경우에는 226$^{\circ}C$로 계산되었다. 이 값은 건식수송조건에서 수송용기 내부에 장전된 PWR 핵연료집합체가 열적으로 건전성을 유지하기 위한 규정온도보다 낮은 것으로 나타났다.

• 한국해안해양공학회지
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• 제19권2호
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• pp.105-112
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• 2007

Lagrangian 개념에 근거하여 입도분포를 고려한 토사 확산범위 예측모형을 구성하여 입도분포를 고려한 경우와 고려하지 않은 경우의 확산범위 변화를 분실하였다. 토사의 입도분포를 Lagransian 관점에서 고려하기 위하여 입도분포곡선을 대수정규분포 함수로 가정하고, 토사입자에 해당하는 난수를 생성하였다. 토사입자는 구형으로 가정하였으며, 입도분포곡선에서 난수의 중량을 기준으로 발생된 난수를 토사입경에 해당하는 인자로 환산하였다. 부유토사 이동양상은 입자의 침강양상 모의를 통하여 검토하였으며, 침강속도는 van Rijn 공식을 이용하였고 침강에 영향을 미치는 인자로는 수평 확산계수만을 상수로 가정하여 포함하였다. 입도분포를 고려한 경우의 확산범위는 표사입도에 의한 영향을 고려하지 않은 경우의 확산범위와 유사하게 산정되었다. 그러나, 확산범위를 공급된 총입자중량의 90%, 99% 토사중량이 차지하는 영역을 기준으로 정의하는 경우, 90% 기준조건에서는 입도분포를 고려하지 않은 경우의 확산범위가 크게 산정되었으나, 99% 기준조건에서는 입도분포를 고려한 경우의 확산범위가 크게 산정되었다. 또한, 토사의 침강양상도 입도분포를 고려한 경우가 보다 현실적인 모습을 반영하고 있는 것으로 판단된다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회B
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• pp.2250-2254
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• 2007

Comprehensive analytical models focusing on the anode water loss, the cathode flooding, water equilibrium, and water management strategy are developed for polymer electrolyte fuel cells. Analytical solutions presented in this study are compared with two-dimensional computational results and shows a good agreement in predicting those critical characteristics of water. General features of water concentration profile as a function of membrane thickness and current density are presented to illustrate the net effect of the back-diffusion of water from the cathode to anode and the water production by the cathode catalytic reaction on water transport over a fuel cell domain. As one of practical applications, the required humidity level of feed streams for full saturation at the channel outlets are investigated as a function of the physical operating condition. These analytical models can provide good understanding on the characteristic water

• 에너지공학
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• 제25권1호
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• pp.15-22
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• 2016

월성 2,3,4호기의 비정상 운전 중 열수송계통의 과도변화해석이 수행되었다. 중수로에 대한 캐나다의 규제문서인 AECB R-77 요구조건에 대한 만족성을 평가하였다. 해석 결과 여러 비정상 운전시 과도변화에 의한 원자로 모관의 최고압력값은 ASME 코드의 제한치 이내로 만족되었다. 고압시 보호장치인 LRV의 영향은 미미한 것으로 나타났다.

• 한국안전학회지
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• 제24권5호
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• pp.113-121
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• 2009

The objective of this study is to develop highway advisory radio service for road safety oriented system design of the point by regional groups or geographical distributions. To develop these highway advisory radio service, traffic information provided service areas, responds for incident and accident, and road condition in service sections based on traffic information of highway advisory radio service. This study contributes to service of traffic information for safety driving, which is transport congestion areas and recognition of traffic congestion status in advanced traffic information service. As result of this study, systematic design of the advanced highway and traffic safety guides to management systems by highway advisory radio service.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(II)
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• pp.397-402
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• 2003

Infiltration of rainfall causes railway embankment to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment are defined to analyze the stability of embankment by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall infiltration show that rainfall infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. Therefore, it is judged that this rainfall index can be a good tool for the rail-transport operation control.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1997년도 총회 및 춘계 학술발표회 논문집
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• pp.25-29
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• 1997

In many solute transport studies, either flux or resident concentration has been used. Choice of the concentration mode was dependent on the monitoring device in solute displacement experiments. It would be questionable, however. to accept the equivalency in the solute transport parameters between flux and resident concentrations in structured soils exhibiting preferential movement of solute. In this study, we investigate how they differ in the monitored breakthrough curves (BTCs) and transport parameters for a given boundary and flow condition by performing solute displacement experiments on a number of undisturbed soil columns. Both flux and resident concentrations have been simultaneously obtained by monitoring the effluent and resistance of the Horizontally-positioned TDR probes. The study reveals that soil columns having relatively high flux densities exhibited great differences in the degree of peak concentration and travel time of peak between flux and resident concentrations. The peak concentration in flux mode was several times higher than that in resident one. This was mainly due to the bypassing of solute through soil macropores.