• Title/Summary/Keyword: 확산깊이

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Evaluation of Electron Beam Dose Distribution by Age Diffusion Equation (연령 확산 이론에 의한 전자선의 조직내 선량분포 평가)

  • 추성실
    • Progress in Medical Physics
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    • v.4 no.1
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    • pp.29-39
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    • 1993
  • Electron beams have found unique and complementary used in the treatment of cancer, but it's very difficult to delineate dose distribution, because of multi-collisions. Numerical solution is more usefull to describe electron distributed in tissue. A semi-empirical eqution is given for the dose at any point at various depths in water. This equation is a modificated model which was based on solutions of a general age diffusion equation. Parameters have been calulated from electron beams data with energies 6~18MeV form a LINAC for use in computerised dosimetry calculations. The depth doses and isodose curves are predicted as a function of the practical range, source skin distance and field size. Depth dose accuracy have been achieved 2% above 50% depth dose and 5% at lower doses, relative to maximum dose. Also, the shape of the isodose curves with the constrictions at higher dose and bulging ot lower values are accurately predicted. Computer calculated beams have been used to generate ever isodose distribution for certain clinical situations.

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The Effect of Grain Boundary Diffusion on the Boundary Structure and Electrical Characteristics of Semiconductive $SrTiO_3$ Ceramics (입계확산에 의한 반도성 $SrTiO_3$ 세라믹스의 입계구조 및 전기적 특성 변화)

  • 김태균;조남희
    • Journal of the Korean Ceramic Society
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    • v.34 no.1
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    • pp.23-30
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    • 1997
  • Semiconductive SrTiO3 ceramic bodies were prepared by conventional ceramic powder processes in-cluding sintering in a reducing atmosphere. Sodium or potassium ions were diffused from the surface of the sintered bodies into the inner region using thermal diffusion process at 800-120$0^{\circ}C$. The effects of such ther-mal treatments on the electrical and chemical characteristics of the grain boundaries were investigated. The presence of sodium or potassium ions at grain boundaries produces non-linear current-voltage behaviors, electrical boundary potential barriers of 0.1-0.2eV, and threshold voltages of 10-70V. The diffused ions form diffusion layers with thicknesses of 20-50nm near the grain boundaries, reducing the concentration of strontium and oxygen.

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Concrete Carbonation Considering the Protective Performance of Concrete Coating (도막의 열화인자 차단 효과를 고려한 콘크리트 탄산화 깊이에 관한 연구)

  • Park, Dong-Cheon;Kim, Jeong-Jin;Cho, Bong-Suk;Park, Jae-Hong;Jeon, Bong-Min;Oh, Sang-Gyun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.501-504
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    • 2008
  • A concrete carbonation model has been constructed that takes account of the diffusion of carbon dioxide through a coating and reaction with calcium hydroxide, and this model has been validated by an accelerated carbonation experiment. (1) By using values for the coatings calculated on the basis of a diffusion.permeation theory as input data for the analysis of diffusion.reaction carbonation in an unsteady state, the effect of the coatings in reducing carbonation can be represented with high accuracy. (2) Through a sensitivity analysis of the diffusion.reaction carbonation model and the experimental results, we found that the diffusion coefficient of calcium hydroxide shows a high interrelationship at 1e-12($m^2/s$). The reaction rate constant for carbonation shows a high interrelationship at 5e-5($m^3/mol/s$).

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A Numerical Model for the Movement of Spilled Oil at Ocean (해상누유 확산의 수치해석)

  • Dong-Y. Lee;Hang-S. Choi
    • Journal of the Society of Naval Architects of Korea
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    • v.31 no.1
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    • pp.94-101
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    • 1994
  • This paper describes a short-term prediction model for the movement of an oil slick in shallow waters. Under the assumption that the initial movement of the oil slick is governed by spreading and advection, the model has been developed and applied to Kyungki-Bay near Incheon Harbor. The initial spreading is estimated by using an empirical formula. The depth-averaged momentum equations are solved numerically for the volume transport velocities, in which the $M_2$ tide is the main driving source. A staggered grid system is adopted fur spatial discretization and the half-time method is implemented for time marching. The numerical result is visualized with the help of animation and thus the contaminated area is displayed on a monitor in time sequence. The input data are the time, the location and the volume of spill accident as well as environmental data such as md and $M_2$ tide.

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Quantifying Chloride Ingress in Cracked Concrete Using Image Processing (이미지 분석을 이용한 균열 콘크리트 내 염화물 침투 정량화 평가)

  • Kim, Kun-Soo;Park, Ki-Tae;Kim, Jaehwan
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.4
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    • pp.57-64
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    • 2022
  • Chloride, which is one of the main deterioration factors in reinforced concrete structures, can degrade the performance of the structure due to chloride-induced corrosion of steel. Chloride content at steel depth or the rate of chloride penetration is necessary to determine deterioration of reinforced concrete or to calculate initiation time of steel corrosion caused by chloride attack. Chlorides in concrete are generally identified with typical two methods including chloride profiling using potentiometric titration method and discoloration method using AgNO3 solution. The former is advantageous to estimate chloride penetration rate (diffusion coefficient in general) with measured chloride contents directly, but it is laborious. In the case of latter, while the result is obtained easily with the range of discoloration, the error may occur depending on workmanship when the depth of chloride ingress is measured. This study shows that chloride penetrated depth is evaluated with the results obtained from discoloration method through image analysis, thereby the error is minimized by workmanship. In addition, the effect of micro-crack in concrete is studied on chloride penetration. In conclusion, the depth of chloride penetration was quantified with image analysis and as it was confirmed that chlorides can rapidly penetrate through micro-cracks, caution is especially required for cracks in concrete structure.

Design of Gamma Camera with Diverging Collimator for Spatial Resolution Improvement (공간분해능 향상을 위한 확산형 콜리메이터 기반의 감마카메라 설계)

  • Lee, Seung-Jae;Jang, Yeongill;Baek, Cheol-Ha
    • Journal of the Korean Society of Radiology
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    • v.13 no.4
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    • pp.661-666
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    • 2019
  • Diverging collimators is used to obtain reduced images of an object, or to detect a wide filed-of-view (FOV) using a small gamma camera. In the gamma camera using the diverging collimators, the block scintillator, and the pixel scintillator array, gamma rays are obliquely incident on the scintillator surface when the source is located the periphery of the FOV. Therefore, the spatial resolution is reduced because it is obliquely detected in depth direction. In this study, we designed a novel system to improve the spatial resolution in the periphery of the FOV. Using a tapered crystal array to configure the scintillation pixels to coincide with the angle of the collimator's hole allows imaging to one scintillation pixel location, even if events occur to different depths. That is, even if is detected at various points in the diagonal direction, the gamma rays interact with one crystal pixel, so resolution does not degrade. The resolution of the block scintillator and the tapered crystal array was compared and evaluated through Geant4 Application for Tomographic Emission (GATE) simulation. The spatial resolution of the obtained image was 4.05 mm in the block scintillator and 2.97 mm in the tapered crystal array. There was a 26.67% spatial resolution improvement in the tapered crystal array compared to the block scintillation.

Assessment on Carbonation Resistance of Products for Protection and Repair of Concrete Structures (콘크리트 구조물 보수용 단면복구재 및 표면보호재의 중성화 저항성 평가)

  • Park, Sang-Soon;Ryu, Chung-Hyun;Park, Hun-Il;Shin, Hong-Chul;Ryu, Byung-Cheol;Kim, Young-Geun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.625-628
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    • 2008
  • This study is performed to evaluate the carbonation resistance by measuring carbonation penetration depth and diffusion equivalent air layer thickness for 3 types of repair materials and 2 types of surface protection materials. Diffusion equivalent air layer thickness($S_D$) is thickness of a static air layer that possesses, under the same conditions, the same carbon dioxide permeability as the coating in accordance BS EN 1062-6. There is a significant advantage that continuous test is possible because it does not destroy the specimen. From experiment results, it is concluded that determination of carbon dioxide permeability is effective to evaluate for surface coating materials.

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The Characteristics of Debris Flow Using Laboratory Experiment (실내모형실험을 통한 토석류 거동특성 연구)

  • Lim, Hyuntaek;Lee, Seungjun;An, Hyunuk;Ji, Hanmi;Roh, Youngsin;Kim, Yongseong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.262-262
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    • 2022
  • 토석류는 산지 사면에서 발생하여 지형변화에 큰 영향을 미치는 대표적인 자연재해 중 하나로 국내에서 발생하는 토석류는 홍수, 태풍 등 타 재해에 비하여 상대적으로 매우 짧은 시간에 발생하며, 사후대응이 어려우므로 사전대비가 필수적이다. 토석류로 인한 피해를 효과적으로 대비하기 위해서는 국내의 지질, 지형 그리고 강우에 따라 발생하는 토석류에 대한 보다 체계적인 정밀현장조사를 통한 자료 구축과 이를 분석한 토석류의 발생원인, 이동경로와 침식 및 퇴적에 관한 연구가 필요하다. 최근의 토석류 연구에서는 침식-퇴적 및 연행작용에 의한 효과를 반영한 수치모의 연구들이 있으나, 모형의 검증을 위한 침식-퇴적 거동에 대한 자료는 현재까지 매우 부족한 실정이다. 토석류 발생에 따른 침식-퇴적 거동특성은 그 자체로도 공학적으로 중요한 요소이며, 수치해석 모의에 필요한 매개변수 추정에도 필요한 항목이다. 토석류 모의의 검증자료로 활용될 수 있는 토석류에 대한 실험적 연구는 토석류의 확산 형태 및 확산 길이에 대한 내용이 대부분으로 흐름수로에서의 침식 및 퇴적에 대한 연구는 찾아보기 어려운 상태이다. 본 연구에서는 토석류 발생에 따른 흐름부에서의 침식 및 퇴적에 대한 거동 특성을 분석하기 위하여 함수비, 흐름수로 경사, 상부 붕괴토조의 토사깊이, 흐름수로 침식가능 깊이 등 다양한 조건으로 실내모형실험을 수행하였다. 상부 토조의 토사 함수비가 30~80% 실험에서는 퇴적 현상이 탁월하였고, 100% 이상인 실험에서는 침식 현상이 확연하게 나타나 토사의 함수비가 높아지면 집중호우 등 선행강우로 인한 산지 지역에서 발생되는 토석류 현상과 유사하고, 함수비가 낮으면 토석류(Debris flow)가 아닌 입상유동(Granular flow)으로 보는 것이 적절한 것으로 판단된다. 상부 토조의 함수비를 100% 이상으로 변화하여 침식이 발생한 실험에서 상부 토조의 액화 된 토사는 빠른 속도로 흐름이 진행되면서 함수비와 붕괴 체적이 증가할수록 흐름수로 상류부에 침식이 크게 나타나고, 상류부의 토사를 중류부를 거쳐 하류부까지 연행(Entrainment)하는 것으로 판단된다.

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A Study on The Corrosion Resistance of Concrete Containing Copper Slag (동제련 슬래그 혼입 콘크리트의 부식 저항성에 관한 연구)

  • Lee, Dong-Un;Jung, Yoo-Jin;Kim, Young-Su
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.5
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    • pp.189-196
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    • 2007
  • The purpose of this study was to analyze steel corrosion resistance of concrete containing copper slag. The specimens were made with normal portland cement and pozzolan materials with various replacement ratio and with W/B ratio ranging from 35% to 55%. Compressive strength, coefficient of chloride diffusion, corrosion area ratio and weight reduction ratio were determinated for the test. The results show that the concrete with pozzolan materials is superior resistant to chloride ions compared to the concrete without pozzolan materials. It was observed that blast furnace slag replacement ratio of 20% gives the best results with respect to chloride ion penetration and corrosion tests and observed that copper slag replacement ratio of 10% gives the seperior resistance compared to normal concrete.

Studies on the Penetration, Diffusion Ability and Effect of Insects Control Using the Methyl Bromide in the Vertical Silo (수직사이로에 있어 MB훈증제의 침투확산성 및 살충효과 시험)

  • Hah J.K.;Kim J.T.;CHO N.K.;Kim B.H.
    • Korean journal of applied entomology
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    • v.20 no.4 s.49
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    • pp.212-216
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    • 1981
  • This experiment was carried out to investigate the penetration velocity and diffusion ability of methyl bromide fumigants under the condition of natural gravity, and the effect of in control of yellow corn in the vortical silo. The results were as fallows 1. The methyl bromide remainded concentration on the surface of the vertical silo was rapidly reduced from over 100mg/l to under 20mg/l, within 2 hours after supplying methyl bromide fumigant 2. Even 3m depth place from the surface of the vertical silo filled with yellolw corn was well penetrated within 30 minutes, but its remained methyl bromide gas was reduced gradually from over 100mg/l to 30mg/l after 12 hours duration. 5. In case of 13m place tile penetration ability of methyl bromide was over 100mg/l within one hour and kept the same concentration of it for 12 hours, its remainded methyl bromide preserved over 40mg/l until 48 duration time. 4. Less methyl bromide gas was detected at the bottom place than 3m and 13m depth of the vertical silo. It showed bellow 20mg/l of methyl bromide gas only through the whole duration time. 5. Comparing to the vertical penetration velocity of mehtyl bromide gas, the horizontal diffusion ability was not so good. Therefore, remained methyl bromide gas of 3m depth at the wall side of silo was about half than that of center circle where the nearer place from the methyl bromide supplying point, and the methyl bromide gas of 13m depth placed center circle was detected about 15 to 20 times than that of wall side. 6. For the purpose of examining the mortality of methyl bromide, the testing insects (Lesser Rice weevil and confused flour beetle) placed on the surface and bottom side of the silo were killed completely after 24 hrs fumigation, and the same results showed also at the 3m, 7m and 13m depth after 48 hrs fumigation.

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