• 제목/요약/키워드: depth of diffusion

검색결과 464건 처리시간 0.026초

Study of Zinc Diffusion Process for High-speed Avalanche Photodiode Fabrication

  • Ilgu Yun;Hyun, Kyung-Sook;Pyun, Kwang-Eui
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2000년도 하계학술대회 논문집
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    • pp.731-734
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    • 2000
  • The characterization of Zinc diffusion processes applied fur high-speed avalanche photodiodes has been examined. The different diffusion process conditions for InP test structures were explored. The Zinc diffusion profiles, such as the diffusion depth and the Zinc dopant concentration, were examined using secondary ion mass spectrometry with varying the process variables and material parameters. It is observed that the diffusion profiles are severely impacted on the process parameters, such as the amount of Zn$_3$P$_2$source and the diffusion time, as well as material parameters, such as doping concentration of diffusion layer. These results can be utilized for the high-speed avalanche photodiode fabrication.

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Examination of Diffusion Process for High-speed Avalanche Photodiode Fabrication

  • Ilgu Yun;Hyun, Kyujg-Sook;Kwon, Yong-Hwan;Pyun, Kwang-Eui
    • 한국전기전자재료학회논문지
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    • 제13권11호
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    • pp.954-958
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    • 2000
  • The characterization of zinc diffusion processes applied for high-speed avalanche photodiodes has been examined. The different diffusion process conditions for InP test structures were explored. The zinc diffusion profiles, such as the diffusion depth and the zinc dopant concentration, were examined using secondary ion mass spectrometry with varying the process variables and material parameters. It is observed that the diffusion profiles are severly impacted on the process parameters, such as the amount of Zn$_3$P$_2$ source and the diffusion time, as well as material parameters, such as doping concentration of diffusion layer. These results can be utilized for the high-speed avalanche photodiode fabrication.

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침수상태(湛水狀態)에서 토양(土壤) 염분(鹽分) 확산(擴散) 상승(上昇) 해석(解析)에 Laplace변환 이용 (The Solution of Upward Salt Diffusion in Floodeol Soil using Laplace Transformation)

  • 오영택
    • 한국토양비료학회지
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    • 제28권3호
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    • pp.233-240
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    • 1995
  • Ficks의 확산 편미방을 Laplace 변환을 적용하여 초기 및 경계조건과 함께 종속 대수 함수로 변환하고 Burington의 역변환표를 활용하여 복귀하는 방법으로 Ficks의 확산 편미방의 해를 구하였다. 적용된 초기 및 정계조건은 일정깊이의 담수에로 무한 깊이의 일정 염농도의 균일한 간척지 토양에서 상향 염분확산 이동에 대한 것이었다. 유도된 해는 특이 조건에서의 비교법으로 오.등 및 Kirkham, 등이 보고 한 간단한 초기 빛 경계조건에서의 해와 일치함을 확인했다. Ficks의 확산식의 해로 계산된 완만한 제염 속도를 근거로하여 담수 제염 방법별 제염 속도와 토양중 염분분포를 추정할수있는 모형식을 제시하였다.

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Prediction of chloride ingress into saturated concrete on the basis of a multi-species model by numerical calculations

  • Nguyen, T.Q.;Baroghel-Bouny, V.;Dangla, P.
    • Computers and Concrete
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    • 제3권6호
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    • pp.401-422
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    • 2006
  • A multi-species model based on the Nernst-Planck equation has been developed by using a finite volume method. The model makes it possible to simulate transport due to an electrical field or by diffusion and to predict chloride penetration through water saturated concrete. The model is used in this paper to assess and analyse chloride diffusion coefficients and chloride binding isotherms. The experimental assessment of the effective chloride diffusion coefficient consists in measuring the chloride penetration depth by using a colorimetric method. The effective diffusion coefficient determined numerically allows to correctly reproduce the chloride penetration depth measured experimentally. Then, a new approach for the determination of chloride binding, based on non-steady state diffusion tests, is proposed. The binding isotherm is identified by a numerical inverse method from a single experimental total chloride concentration profile obtained at a given exposure time and from Freundlich's formula. In order to determine the initial pore solution composition (required as initial conditions for the model), the method of Taylor that describes the release of alkalis from cement and alkali sorption by the hydration products is used here. Finally, with these input data, prediction of total and water-soluble chloride concentration profiles has been performed. The method is validated by comparing the results of numerical simulations to experimental results obtained on various types of concretes and under different exposure conditions.

Pump Diffusion Mixer에서 압력수량에 따른 응집제 확산분포 특성 (Characteristics of Coagulants Distribution by the Pumping Rate in Pump Diffusion Mixer)

  • 박영오;김기돈;박노석;임재림;임경호
    • 상하수도학회지
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    • 제22권1호
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    • pp.65-71
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    • 2008
  • 급속 혼화공정에서 응집제의 동력학적 수화반응 특성을 고려하여 1초 이내의 순간혼합을 제시하고 있으며, 이러한 이론에 근거하여 설치된 Pump Diffusion Mixer(PDM)의 관내 응집제 확산 분포특성을 조사하였다. D=1,200mm 관경에서 압력수 유량비에 따라 응집제 주입지점으로부터 4.5D되는 지점에서 관 단면의 지점별 제타 전위를 측정하여 평가한 결과, 압력수의 유량비가 2%에서는 분사속도가 낮아 관 단면에 응집제가 골고루 분사되지 못하는 것으로 조사되었다. 그러나 압력수 유량비가 4% 이상이 되면 비교적 균등하게 혼합되며, 8%에서는 관 단면 전체에 균등하게 확산 분포되는 것으로 나타났다.

대심도 복층터널 화재연기 확산지연장치 설치간격 및 차폐율에 따른 화재연기 지연효과 연구 (A Study on the Delay Effect of Smoke Diffusion by the Installation Intervals and the Blockage Ratio of the Fire Smoke Diffusion Delay Device in a Great Depth Underground Double-Deck Tunnel)

  • 양용원;한재희;이윤택;문정주;신태균
    • 한국자원공학회지
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    • 제55권6호
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    • pp.596-603
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    • 2018
  • 국내 도심지의 도로는 차량수요 증가 및 부도심의 발달로 교통정체가 빈번히 발생되고 있다. 이를 해결하기 위한 방안으로 대심도 복층터널 시공을 위한 설계가 계획되고 있지만 주로 소형차전용으로써 터널높이가 낮고 단면이 작아 화재발생 시 인명피해가 발생될 가능성이 높다. 따라서 본 연구에서는 대심도 복층터널의 화재 시 인명피해 발생 최소화 방안으로 화재연기 확산지연장치 개발하였으며, 확산지연장치의 효과를 극대화할 수 있는 최적 설치간격 및 차폐율을 찾기 위해 3차원 전산수치해석(CFD)을 이용하여 Case Study를 수행하였다. 수행결과 확산지연장치의 설치간격이 짧을수록 지연효과가 높아졌지만 일정거리 이상에서는 효율변화가 미비한 경향이 발견되었고, 차폐율이 클수록 화재연기 지연효과가 높아지는 경향이 나타났지만, 차폐율이 작은 경우에는 설치간격에 따른 화재연기의 지연효과의 차이는 미소한 것으로 분석되었다.

지중열전도도 측정과 지중열교환기의 열확산 특성 분석 (Measurement of Ground Thermal Conductivity and Characteristics of Thermal Diffusion by the Ground Heat Exchanger)

  • 정영만;구경민;황유진;장세용;이영호;이동혁;이재근
    • 설비공학논문집
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    • 제20권11호
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    • pp.739-745
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    • 2008
  • This paper presents the measurement of ground thermal conductivity and the characteristics of ground thermal diffusion by a ground heat exchanger(GHE). A borehole is installed to a depth of 175 m with a diameter of 150 mm. To analyze the thermal diffusion property of the GHE, thermocouples are installed under the ground near the GHE. The outdoor temperature, the ground temperature, and the water temperature of the GHE are monitored for evaluating the characteristics of ground thermal diffusion. The ground thermal conductivity is evaluated by the in-situ thermal response tester and the line source model. It is found to be 3.08 W/$m^{\circ}C$ in this study. The ground temperature is greatly dependent on the outdoor temperature from the ground surface to 2.5 m in depth and is stable below 10 m in depth. The surface temperature of the GHE varies as a function of the temperature of circulating water. But the ground temperature at 1.5 m far from the GHE is not changed in accordance with the temperature of circulating water.

3차원 수치모형실험을 통한 오탁방지막의 오염물질 및 준설토 확산 저감특성 조사 (Investigation of Reducing Characteristics for the Spreading of Dredging Soil and the Diffusion of Contaminant by Silt Protector Curtain through Three Dimensional Numerical Model Experiment)

  • 홍남식
    • 한국해양공학회지
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    • 제24권4호
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    • pp.78-85
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    • 2010
  • This study investigates reducing characteristics for the spreading of dredged soil and the diffusion of contaminant by silt protector curtain through three dimensional numerical experiment. The numerical medel is modified by combining the sediment transport characteristics for cohesive sediment into the previously developed model. Several numerical experiments have been given in order to investigate the reducing effect of silt protector using two dimensional numerical channel model under various parameters such as upstream flow velocity, depth of silt curtain and the position of dumped materials. Through the evaluation of several simulation results, we knew that the careful design has to be given in the determination of depth and position of silt protector.

Measurement of Brownian motion of nanoparticles in suspension using a network-based PTV technique

  • Banerjee A.;Choi C. K.;Kihm K. D.;Takagi T.
    • 한국가시화정보학회:학술대회논문집
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    • 한국가시화정보학회 2004년도 Proceedings of 2004 Korea-Japan Joint Seminar on Particle Image Velocimetry
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    • pp.91-110
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    • 2004
  • A comprehensive three-dimensional nano-particle tracking technique in micro- and nano-scale spatial resolution using the Total Internal Reflection Fluorescence Microscope (TIRFM) is discussed. Evanescent waves from the total internal reflection of a 488nm argon-ion laser are used to measure the hindered Brownian diffusion within few hundred nanometers of a glass-water interface. 200-nm fluorescence-coated polystyrene spheres are used as tracers to achieve three-dimensional tracking within the near-wall penetration depth. A novel ratiometric imaging technique coupled with a neural network model is used to tag and track the tracer particles. This technique allows for the determination of the relative depth wise locations of the particles. This analysis, to our knowledge is the first such three-dimensional ratiometric nano-particle tracking velocimetry technique to be applied for measuring Brownian diffusion close to the wall.

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냉방과 난방 부하 감소를 위한 지하피트의 이용 가능성 (The Possibility on Utilization of Underground Pit for Reduction of Cooling and Heating Load)

  • 조성우
    • 설비공학논문집
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    • 제18권2호
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    • pp.144-150
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    • 2006
  • The purpose of this study is to predict outlet temperature and humidity through underground pit for the reduction of cooling load and heating load. Commonly, the underground temperature is lower than outdoor in summer but the reverse happens in winter. When the outdoor average air temperature is $25.7^{\circ}C$ during cooling periods, the average outlet air temperature through underground pit is $23.6^{\circ}C$ with 3 m-depth and 60m-length and is $22.2^{\circ}C$ with 3 m-depth and 150 m-length. When the outdoor average air temperature is $4.9^{\circ}C$ during heating periods, the average outlet air temperature through underground pit is $7.7^{\circ}C$ with 3m-depth and 60 m-length and is $10.8^{\circ}C$ with 3 m-depth and 150 m-length. The outlet air temperature is affected by more length than depth of underground pit. The diffusion ratio of outdoor humidity is $-7.7\times10^{-8}kg/s$ in cooling periods and $9.29\times10^{-7}kg/s$ in heating periods.