• 한국물환경학회지
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• 제23권1호
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• pp.64-71
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• 2007

In this study daily flow data is constructed from 8-day intervals flow data which has been measured by Nakdong River Water Environmental Laboratory. TANK model is used to expand 8-day intervals flow data into daily flow data. Using the Sequential quadratic programing, TANK model is auto-calibrated with daily precipitation and 8-day interval flow data. Generated and measured daily surface flow, ground water flow data and ground water recharge are shown to be in a good agreement. From this result, it is thought that this method has the potential to provide daily flow data for calibrating an watershed model such as SWAT.

• 항공우주시스템공학회지
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• 제2권2호
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• pp.20-27
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• 2008

The characteristics of compressible flow are different from those of incompressible flow from the mathematical and physical point of view. Therefore, the way to solve the flowfield is different between compressible flow and incompressible flow. In general, density-based numerical algorithm is mainly used for compressible flow solver development. On the other hand, incompressible flow solver prefers to use pressure-based numerical algorithm. In this research, a compressible Navier-Stokes flow solver is developed by means of extending from pressure-based incompressible numerical algorithm to handle both compressible and incompressible flows using the same flow solver. The present flow solver is tested at various speed ranges and compared with the solutions of density-based compressible flow solver. Numerical results show a good agreement between two flow solvers.

• 한국유체기계학회 논문집
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• 제13권4호
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• pp.45-50
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• 2010

The goal of paper is to investigate the flow and scalar distribution through the HP Nozzle Guide Vane (NGV) passage. Flow and scalar distribution measurement are conducted by using 5-hole pressure probe and $CO_2$ tracing technique, respectively. Three different experimental cases are considered depending on cooling flow condition. The result shows that the vortical secondary flow patterns are observed clearly and these flow characteristics maintain through the NGV passage regardless of cooling flow injection. Compared to center region, the high axial velocity flow is observed near wall region due to cooling flow injection. Without cooling flow, the $CO_2$ (scalar) distribution becomes to be uniform quickly due to the strong flow mixing phenomenon. However, in cases of cooling flow, scalar distribution is significantly non-uniform.

• 대한전기학회논문지:전력기술부문A
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• 제52권4호
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• pp.201-206
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• 2003

Power system is analyzed by three methods of load flow, fault calculation, and voltage stability. Among there, load flow is calculated to flow of power in power in system at steady state. But, load flow is difficult to analyze to flow of power in substation, because power flow frequently alter by various equipments such as circuit bleaker, disconnect switch and shunt reactor. Particular, in 765[㎸] system, because of form of 1.5GB for stable operation, structure of substation has been very complex. In this paper, we describe technique for application of load flow algorithm in simulator for 765[㎸] substation. For this technique, we built each database for various equipments and considered form of 1.5GB Data as form of bus and line, for application of load flow, are acquired from built database, and then calculate load flow in substation. And. results of load flow are outputted in screen of operator console program.

• 한국분무공학회지
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• 제27권3호
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• pp.144-154
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• 2022

Gas injection is a technique applied to improve throttling in liquid rocket engines and atomization in effervescent injectors. When a gas is injected into a liquid, it creates a two-phase flow inside the injector. The changes (bubbly flow, slug flow, annular flow, etc.) in the two-phase flow affect the injector's spray characteristics. In this study, cold-flow tests were performed by using three injectors with different orifice diameters and four aerators with different gas injection hole diameters. The experiments were done by changing the thrust ratio (liquid mass flow rate ratio) and gas-liquid mass flow rate ratio. Two-phase flow transition, breakup length, and discharge coefficient according to the injector/aerator design and flow conditions were investigated in detail.

• 한국지반환경공학회 논문집
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• 제13권6호
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• pp.59-66
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• 2012

본 연구의 목적은 다양한 경사를 가진 비탈면에서 토석류의 거동과 메카니즘을 평가하는 것이다. 수치모의는 질량보존 및 운동량 보존에 관한 방정식에 기초하여 유한차분법을 이용하여 수행되었다. 토석류 유동 메카니즘은 토석류, 소류집합유동, 소류이동 등의 3가지 형태로 나눌 수 있다. 우선 하류부에서 공급유량의 변화에 따른 직선 사면과 2단 경사 사면에 대한 유량, 유동심, 토사체적 농도를 조사하였다. 공급유량이 적을수록 토석류가 도달한 직후에만 유량과 유동심의 상승이 있었고, 이후 감소하는 경향을 나타내지만, 공급유량의 증가로 인해 유량과 유동심의 곡선이 불안정하면서 높게 나타났다. RMS비 비교 결과 2단 경사 비탈면이 직선 비탈면보다 유량과 유동심이 적게 나타난 것을 확인하였다. 둘째, 2단 경사 비탈면에서 하류부의 경사각도 변화에 따른 유량, 유동심, 토사체적 농도를 조사하였다. 하류부 경사각도 $14^{\circ}$와 $16^{\circ}$사이의 유량과 유동심 곡선의 밴드폭이 다른 각도 사이보다 크게 나타났으며, 10초 이후에는 높은 값의 파동이 지속된다는 것을 확인하였다.

• 한국산림과학회지
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• 제106권4호
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• pp.424-430
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• 2017

토석류는 빠른 속도와 넓은 퇴적 범위 등으로 인명 및 재산 피해를 야기하는 산지토사재해이다. 토석류 피해 저감을 목적으로 효과적인 사방 구조물을 설계하기 위해서는 토석류의 충격력을 정확하게 산정하여야 한다. 토석류의 유동속도는 토석류 충격력을 추정하는데 중요한 요인이다. 따라서 이 연구에서는 소형 수로실험을 통해 수로경사 및 시료 조건에 따른 토석류의 유동특성을 실험적으로 분석하고, 토석류 유동속도 추정식의 유동저항계수를 추정하였다. 유동속도는 수로의 경사조건 및 시료의 점성조건에 유의한 변화를 보였다. 유동깊이는 수로경사에 대해서 유의한 차이를 보였으나 시료의 점성변화에 대해서는 유의한 변화를 보이지 않았다. 유동저항계수를 계산하여 분석한 결과, Voellmy flow 모형의 Chezy 상수($C_1$)가 상대적으로 수로실험 결과를 잘 재현하였다. 또한, 실제 토석류 사례와의 비교 결과, 유동깊이에 관계없이 일정한 값($20.19m^{-1/2}\;s^{-1}$)을 보였다. 따라서, $C_1$은 다양한 발생규모의 토석류에 대한 유동속도 추정에 잘 활용될 수 있을 것으로 보인다.

• 한국도서관정보학회지
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• 제42권1호
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• pp.29-49
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• 2011

사서교사가 독서교육을 성공적으로 수행하기 위해서는 독서에 관한 학생들의 특성을 파악하고 있어야 한다. 그러나 현재 학생들의 독서 관련 특성을 파악하기 위한 도구가 미흡한 실정이다. 이에 본 연구에서는 구조방정식 모형을 이용하여 독서 플로우 유형을 분류하고 독서 플로우 유형을 측정할 수 있는 검사도구를 제안하였다. 독서 플로우의 유형을 분류하기 위해서 4개의 연구모형(워너, 던과 던, MBTI, flow 구성모형)을 설정하고 각 모형을 AMOS 구조방정식 모형에 대입하여 적합성을 검증하였다. 그 결과 4개의 연구모형 중 flow 구성 모형이 가장 적합한 모형임을 확인하였다. flow 구성 모형을 바탕으로 독서 플로우 유형을 분류하고 독서 플로우 유형 검사를 위한 도구를 제안하였다. 제안한 독서 플로우 유형은 4 차원 16 가지의 세부 유형으로 구성되고 있고 검사도구는 4개 영역, 28개 문항으로 설정하였다. 본 연구에서 사용한 데이터는 본 연구자의 선행연구를 위해 수집한 1,836개의 데이터를 재사용하였다.

• 한국수소및신에너지학회논문집
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• 제26권4호
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• pp.324-330
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• 2015

The electrolyte flow rates of vanadium redox flow battery play very important role in terms of ion transfer to electrolyte, kinetics and pump efficiency in system. In this paper a vanadium redox flow battery single cell was tested to suggest the optimization criteria of electrolyte flow rates on the efficiencies. The compared electrolyte circulation flow rates in this experimental work were 15, 30 and 45 mL/min. The charge/discharge characteristics of the flow rate of 30 mL/min was the best out of all flow rates in terms of charging and discharging time. The current efficiencies, voltage efficiencies and energy efficiencies at the flow rate of 30 mL/min were the best. The IR losses obtained at thd current density of $40mA/cm^2$, at the flow rates of 15, 30 and 45 mL/min were 0.085 V, 0.042 V and 0.115 V, respectively. The charge efficiencies at the current density of $40mA/cm^2$ were 96.42%, 96.45% and 96.29% for the electrolyte flow rates of 15, 30 and 45 mL/min, respectively. The voltge efficiencies at the current density of $40mA/cm^2$ were 77.34%, 80.62% and 76.10% for the electrolyte flow rates of 15, 30 and 45 mL/min, respectively. Finally, the energy efficiencies at the current density of $40mA/cm^2$ were 74.57%, 77.76% and 73.27% for the electrolyte flow rates of 15, 30 and 45 mL/min, respectively. The optimum flow rates of electrolytes were 20 mL/min in most of operating variables of vanadium redox flow battery.

• 한국물환경학회지
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• 제34권4호
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• pp.391-398
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• 2018

The main purpose of this study is to suggest and recommend the more reliable flow direction methods within the framework of DEM and power law distribution, by investigating the existing methodologies. To this end SFD (single flow direction method), MFD (multiple flow direction method) and IFD (Infinite flow direction method) are applied to analyze the determination of a flow direction for the water particles as seen in the Jeonjeokbigyo basin, and then assessed with respect to the variation of flow accumulation in that region. As the main results revealed, the study showed the different patterns of flow accumulation are found out from each applications of flow direction methods utilized in this study. This brings us to understand that as the flow dispersion on DEM increases, in this case the contributing areas to the outlet grow in sequence of SFD, IFD, MFD, but it is noted that the contribution of individual pixels into outlet decreases at that time. In what follows, especially with the MFD and IFD, the result tends to make additional hydrologic abstraction from rainfall excess, as noted due to the flow dispersion within flow paths on DEM. Based on the parameter estimation for a power law distribution, which is frequently used for identify the aggregation structure of complex system, by maximum likelihood flow accumulation can be thought of as a scale invariance factor. In this regard, the combination of flow direction methods could give rise to the more realistic water flow on DEM, as revealed through the separate flow direction methods as utilized for dispersion and aggregation effects of water flow within the available different topographies.