• Nuclear Engineering and Technology
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• 제53권9호
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• pp.3003-3011
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• 2021

A FAC (flow-accelerated corrosion) test was performed for a straight pipe composed of the SA335 Gr P22 and SA106 Gr B (SA106-SA335-SA106) types of steel with welds as a function of the flow rate in the range of 7-12 m/s at 150 ℃ and with DO < 5 ppb at pH levels ranging from 7 to 9.5 up to a cumulative test time of 7200 h using the FAC demonstration test facility. Afterward, the experimental pipe was examined destructively to investigate opposite effects as well as entrance effects. In addition, the FAC rate obtained using a pipe specimen with a 50 mm inner diameter was compared with the rate obtained from a rotating cylindrical electrode. The effects of the complicated fluid flows at the elbow and orifice of the pipeline were also evaluated using another test section designed to examine the independent effects of the orifice and the elbow depending on the distance and the combined effects on orifice and elbow. The tests were performed under the following conditions: 130-150 ℃, DO < 5 ppb, pH 7 and a flow rate of 3 m/s. The FAC rate was determined using the thickness change obtained from commercial room-temperature ultrasonic testing (UT).

• Journal of Biosystems Engineering
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• 제32권6호
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• pp.430-439
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• 2007

This study was carried out to(1) visualize the installation effect of an anti-wind net; (2) evaluate structural stability of typical anti-wind nets in Jeju; and (3) present the optimal specification of pipes in an anti-wind net for maximum instant wind velocities of 40 m/s and 45 m/s. The analyses were done for anti-wind nets with a mesh of 4 mm and a height of 3 m by using CFX and ANSYS. The results showed that the wind went down due to flow resistance when passing through an. anti-wind net. The anti-wind net with the supporting pipe being installed every two main columns was certainly unstable because the main column not sustained by the supporting pipe became cantilever. With regard to the position of a fixing point of the supporting pipe, von Mises stress on pipes was certainly increased as vertical positions of the supporting pipe were changed to be too lower or higher than an adequate position but there was little difference according to horizontal positions. The adequate vertical position was $2{\sim}2.5\;m$ high from the ground. For a maximum instant wind velocity of 40 m/s, the optimal specification of pipes was a main column of ${\varphi}48.1{\times}2.1$ t@2,000, cross beams(bottom and top) of ${\varphi}26.7{\times}1.9\;t$, cross beams(center) of ${\varphi}33.5{\times}2.1$ t/2ea and a supporting pipe of ${\varphi}31.8{\times}1.5$ t@2,000. In case of a maximum instant wind velocity of 45 m/s, the optimal specification of pipes with structural stability was a main column of ${\varphi}48.6{\times}3.25$ t@2,000, cross beams(bottom and top) of ${\varphi}26.7{\times}1.9\;t$, cross beams(center) of ${\varphi}48.1{\times}2.1$ t/2ea and a supporting pipe of ${\varphi}31.8{\times}1.5$ t@2,000.

• 생물환경조절학회지
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• 제7권1호
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• pp.9-14
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• 1998

본 연구에서는 인공광하의 풍동내에서 기류속도와 생육실내의 위치가 플러그묘 개체군의 생장에 미치는 효과를 분석하였다 기류속도가 증가하면 모개체군내에서의 상대습도는 감소하나, 포차는 증가한다. 이에 따라 증산이 활발하게 이루어져 잎에서의 수분포텐셜이 저하되며 묘개체군 위에서 공기역학적 저항이 감소함에 따라 확산계수가 높게 나타난다. 그 결과로서 0.93m.s$^{-1}$의 기류속도에서 줄기 길이, 줄기직경에 대한 줄기 길이의 비, 초장, 엽수는 유의성이 인정될 만큼 작게 나타났다. 묘개체군의 순광합성속도는 기류속도의 증가와 함께 증가되면서 0.7~0.9 m.s$^{-1}$에서 높게 나타났다. 생육실내의 위치 즉 기류의 진행방향을 따라 줄기 직경과 지하부 건물 중은 감소하였으나, 줄기 직경에 대한 줄기 길이의 비와 엽면적은 증가하는 것으로 나타났다. 이밖에 플러그묘의 생체중 또는 건물 중에 대한 T/R비는 기류속도의 변화와 무관하게 각각 2.8~3.5, 3.2~3.9로서 비슷하게 나타났으나, 건물율은 지상부에서 8.1~9.4, 지하부에서 10.1~10.9로서 지하부에서 다소 높게 나타났다. 그러므로 기류속도의 크기와 기류의 진행방향에 따라 묘개체군 위에서의 확산계수가 다르게 나타나며 이로 인하여 모개체군의 생장 차이가 나타남을 알 수 있다. 따라서 식물모공장과 같이 인공광을 이용한 반폐쇄 식물생산 시스템에서 품질이 균일한 모를 생산하려면 묘개체군의 미기상에 기초한 적정 환경조건의 확립이 요구된다.

• Journal of Electrical Engineering and Technology
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• 제9권3호
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• pp.812-819
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• 2014

The proposed technical work attempts to compare the two key technologies of power distribution, i.e. direct current (DC) and alternating current (AC) in a fiscal manner. The DC versus AC debate has been around since the earliest days of electric power. Here, at least four types of a low voltage DC (LVDC) distribution are examined as an alternative to the existing medium voltage AC (MVAC) distribution with an economic assessment technique for a project investment. Besides, the sensitivity analysis will be incorporated in the overall economic analysis model to cover uncertainties of the input data. A detailed feasibility study indicates that many of the common benefits claimed for an LVDC distribution will continue to grow more profoundly as it is foreseen to arise with the increased integration of renewable energy sources and the proliferation of energy storage associated with the enhanced utilization of uninterruptible power supply (UPS) systems.

• Bulletin of the Korean Chemical Society
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• 제20권9호
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• pp.1040-1044
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• 1999

A micro porous PTFE membrane desolvator (MMD) was built and evaluated for the on-line removal of organic solvents to facilitate the determination of trace metal contaminants in the solvents by ICP-AES. Three organic solvents, isopropyl alcohol (IPA), methanol, and dimethy sulfoxide (DMSO) were studied. The MMD reduced organic solvent concentration in the sample aerosol stream by 82% to 89%, as indicated by monitoring C(I) emission. Net signal intensity of Fe, Al, and Cu was increasing with higher organic solvent concentration, with the rate of increase being solvent dependent. The signal intensities for Mg and Pb followed the trend with the C(I) signal. Changing the sweep gas flow rate affected the optimum signal intensity. Wine samples were analyzed by the method of standard addition. The concentrations of B, Al, and Mg were determined with a relative precision of less than 2.3%.

• Nuclear Engineering and Technology
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• 제55권5호
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• pp.1559-1566
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• 2023

This study developed a quasi-monoenergetic neutron source (QMN) for the semiconductor device's soft error rate test (SER). Quasi-monoenergetic neutrons are generated by ⁹Be(p, n)⁹B nuclear reaction with a 1 mm beryllium target and 30 MeV protons from a cyclotron. An 8 mm water in the back of the beryllium target is used for avoiding proton penetration. The neutron spectra simulated by MCNP showed that the peak energy was around 26.5 MeV. The heat flow and mechanical properties are numerically analyzed, and the safe operating conditions are therefore determined.

• 한국진공학회지
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• 제10권1호
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• pp.1-9
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• 2001

터보분자펌프의 배기성능은 회전자가 돌고 있을 때 순방향과 역방향으로의 배기속도(통과확률$\times$입구컨덕턴스) 및 두 방향으로의 기체 유량(배기속도$\times$입구 압력)의 상호관계에 의해 영향을 받는다. 펌프의 성능을 나타내는 가장 중요한 항목인 배기속도는 순유량, 즉 반대 방향으로의 유량의 차이를 흡기구 압력으로 나누어준 것이며, 최대압축비는 순방향 배기속도를 역방향 배기속도로 나누어준 것이다. 이들 방향성 고유특성은 서로 영향을 미치고 있으며 양쪽 입구 압력 모두의 함수이므로 관련 요소들을 서로 구분하기가 힘들지만 배기속도와 최대압축비의 측정결과를 잘 분석하면 준정량적인 해석이 가능하다.

• 한국산업경영시스템학회:학술대회논문집
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• 한국산업경영시스템학회 2002년도 춘계학술대회
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• pp.9-18
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• 2002

A capital investment problem is essentially one of determining whether the anticipated cash Inflows from a proposed project are sufficiently attractive to invest funds in the project. The net present value(NPV) criterion and internal rate of return(IRR) criterion are widely used as means of making investment decisions. A positive NPV means the equivalent worth of the inflows is greater than the equivalent worth of outflows, so, the project makes profit. Business people are familiar with rates of return because they all borrow money to finance ventures, even If the money they borrow is their own. Thus they are apt to use the IRR in preference to the NPV. The IRR can be defined as the discount rate that causes the net present value of a cash flow to equal zero. Why the project are accepted if the project's IRR is greater than the investor's minimum attractive rate of return. Against the NPV, the definition cannot distinctly explain the concept of the IRR as decision criterion. We present a new definition of the IRR as the ratio of profit on the invested capital.

• 대한환경공학회지
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• 제39권6호
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• pp.339-347
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• 2017

본 연구는 원주천과 보성강에서 보의 형태에 따른 어류 군집 구조를 파악하고, 보를 중심으로 상하류에 PHABSIM을 이용한 최적 생태유량을 산정하여 물리적 서식지 평가를 실시하였다. 2014년 8월부터 2015년 9월까지 원주천의 콘크리트 보(반곡보) 6회, 보성강의 돌보는 5회 조사를 실시하였다. 어류는 투망과 족대를 이용하여 채집하였으며, 어류를 채집한 지점에서 유속, 수심, 하상재료를 측정 및 관찰하였다. 어류상을 토대로, 생물다양도(우점도, 균등도, 다양도, 풍부도)를 측정하였으며, PRIMER5를 통해 군집유사도를 산출하였고, PHABSIM을 이용하여 최적 유량을 산정하였다. 원주천에서는 7과 20종 2,104개체가 채집되었으며 피라미와 참갈겨니가 각각 39.7%, 15.8%로 우점 및 아우점하였다. 보성강에서는 6과 28종 1,638개체가 출현하였고, 피라미와 돌마자가 각각 22.0%, 17.2%로 우점 및 아우점하였다. 서식지적합도지수(Habitat Suitability Index, HSI)를 산정하기 위해 두 지점의 대표어종인 피라미를 선정하였다. 그 결과 원주천에서는 수심 0.2~0.6 m 유속 0.1~0.3 m/s로 측정되었고, 보성강에서는 수심 0.3~0.6 m, 유속 0~0.3 m/s로 나타났다. PHABSIM을 이용한 최적 생태유량 모의 결과 원주천의 보상류가 1.1 cms, 하류가 0.3 cms, 보성강은 상류가 0.4 cms, 하류가 2.2 cms로 나타나 각각의 하천에서 반대의 결과가 나타났다. 최적유량 적용시 가중가용면적(Weighted Usable Area, WUA)는 원주천이 상류 9.5%, 하류 26.6%, 보성강은 상류 34.8%, 하류 53.3%로 나타났다.

• 한국농공학회지
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• 제30권3호
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• pp.58-68
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• 1988

Most of the Korean watersheds are mountaineous and consist of various soil types and land uses And seldom watersheds are found to have long term hydrologic records. The SNUA, a hydrologic watershed model was developed to meet the unique characteristics of Korean watershed and simulate the storm hydrographs from a small mountaineous watershed. Also the applicability of the model was tested by comparing the simulated storm hydrographs and the observed from Dochuk watershed, Gwangjugun, Kyunggido The conclusions obtained in this study could be summarized as follows ; 1. The model includes the simulation of interception, evaporation and infiltration for land surface hydrologic cycle on the single storm basis and the flow routing features for both overland and channel systems. 2. Net rainfall is estimated from the continuous computation of water balance at the surface of interception storage accounting for the rainfall intensities and the evaporation losses at each time step. 3. Excess rainfall is calculated by the abstraction of infiltration loss estimated by the Green and Ainpt Model from the net rainfall. 4. A momentum equation in the form of kinematic wave representation is solved by the finite differential method to obtain the runoff rate at the exit of the watershed. 5. The developed SNUA Model is a type of distributed and event model that considers the spatial distribution of the watershed parameters and simulates the hydrograph on a single storm basis. 6. The results of verification test show that the simulated peak flows agree with the observed in the occurence time but have relative enors in the range of 5.4-40.6% in various flow rates and also show that the simulated total runoff have 6.9-32% of relative errors against the observed. 7. To improve the applicability of the model, it was thought that more studies like the application test to the other watersheds of various types or the addition of the other hydrologk components describing subsurface storages are needed.