• Title/Summary/Keyword: D계수

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Studies on the Sorption and Permeation of Acid dyes through Silk fibroin Membrane(III) -Permeation of Acid dyes through the Silk fibroin Membrane- (견 피브로인 막을 통한 산성염료의 흡착과 투과에 관한 연구(III) -견 피브로인 막을 통한 산성염료의 투과-)

  • Do gyu Bae;Tae moon Tak
    • Journal of Sericultural and Entomological Science
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    • v.32 no.1
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    • pp.58-67
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    • 1990
  • 견 피브로인 막을 통한 투과실험으로, 종전의 견섬유로는 얻을 수 없었던 투과 및 확산거동에 대하여, Dual mechanism을 적용하여 고찰하였으며, 아울러 염료의 구조가 이러한 물리화학적 성질에 가지는 영향에 관해서 고찰한 결과를 요약하면 다음과 같다. 1) 전체적인 확산계수 $D_{(c)}$는 주로 Langmuir-type 확산계수 $D_{L}$에 의해서 결정된다. 2) 농도에 따른 확산계수의 조사에서 Dye I (monobasic dye)에서는 뚜렷한 최대치가 관찰되었으나, Dye III(trisulfonic acid dye)에서 $D_{p}$는 거의 의미가 없는 것으로 나타났다. 3) 견 피브로인에 있어서 산성염료의 확산은 sulfonic acid group의 도입에 따라 정점 느리게 되고, $D_{L}$은 온도의 증가에 따라 더 큰 값을 나타냈다. 4) 염료 음이온의 하전수가 클수록 확산계수는 chemical potential gradient model에 더욱 더 가깝게 된다. 5) 투과의 활성화 에너지는 sulfonic acid group의 도입에 따라 감소되었다.다.

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A Study on the Characteristics of Dynamic Elastic Modulus in GyeongGi Gneiss Complex by Down Hole Test (하향식 탄성파를 통한 경기 편마암의 동탄성 특성연구)

  • Lee, Byok-Kyu;Lee, Su-Gon
    • The Journal of Engineering Geology
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    • v.18 no.4
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    • pp.371-379
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    • 2008
  • In this study, seismic elastic wave and dynamic elastic modulus properties are investigated by down-hole seismic tests that were applied to the 11 gneiss area. The research results show that the realtionship between the two properties are $V_s=0.5589{\times}V_p$ in gneiss. The relationship between the two properties are separated into two groups. Group 1 is influenced mainly by the specific gravity of rock, but group 2 is influenced mainly by the joint aperture. As weathering progresses, group 1 clearly shows a decreasing tendency. In fresh and slightly weathered rock-mass, correlations between $V_p$ and dynamic elastic modulus is expressed in linear line but in moderately-highly weathered rock-mass, correlations between $V_p$ and dynamic elastic modulus is expressed curve as a quadratic function. Correlations between $V_s$ and dynamic elastic modulus are analyzed similar with a $V_p$ case.

Comparison of Roughness Coefficients for 1D and 2D Hydraulic Modeling (1차원 및 2차원 수치모의를 위한 조도계수 비교)

  • Ahn, Jung-Min;Lyu, Si-Wan;Kim, Hyeon-Sik;Park, In-Hyeok;Hwang, Phyil-Sun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.576-580
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    • 2012
  • 하도내 수리구조물 건설과 준설로 인해 발생되는 급격한 수리특성의 변화와 편수위로 야기될 수 있는 제방의 파괴 및 침식을 검토하기 위해서는 다차원 모형의 검토가 필요하다. 본 연구에서는 HEC-RAS로 산정한 조도계수를 다차원 모형에 적용하여 수리거동을 분석하였다. 낙동강 수계에 대해 2003년, 2004년, 2006년 그리고 2007년 태풍 사상에 대해 적용하였으며 HEC-RAS 모형의 조도계수를 0.01부터 0.04까지 0.001씩 증가하여 HEC-RAS 모형에 적용하였고 부정류 흐름모의를 수행하여 RMSE와 NRMSE를 이용해 관측 값과 비교하였다. 공간단위 다차원 모형은 격자크기, 만곡도, 난류 등으로 인한 손실이 추가적으로 반영되기 때문에 선단위 1차원 모형에서 산정된 조도계수를 적용할 경우 실측 관측 수위보다 큰 값이 산정되었다. 따라서, 1차원 수치모형에 의해 산정된 조도계수를 다차원 모형에 그대로 적용할 경우 과대한 수위를 산정할 수 있기 때문에 모형 차원에 따른 별도의 보정을 수행하여 얻어진 조도계수를 적용해야 할 것으로 판단된다.

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Characteristics of 3-dB Coupler using Broadside Slot Coupled Lines (Broadside 슬롯 결합 선로를 이용한 3 dB 결합기 특성)

  • Young Kim
    • Journal of Advanced Navigation Technology
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    • v.27 no.4
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    • pp.417-422
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    • 2023
  • This paper presents various methods for implementing 3-dB coupler using a broadside slot coupled lines and analyze its characteristics. The ideal coupler of the tandem structure is analyzed on the premise that both the reflection coefficient and the isolation coefficient of the first and second coupler connections are zero. However, since the reflection and isolation coefficients of most couplers are not zero, the S-parameter cascade calculation method was used to check how to the characteristics of the coupler change due to this. In order to confirm that these characteristics appear, a 3-dB coupler was fabricated with one stage and two and three stages of a tandem structure using a broadside slot coupled lines at a center frequency of 2 GHz, and it was confirm that the characteristics of tandem coupler change due to the non-zero reflection coefficient and isolation coefficient of the connection part of the coupler.

A Study on the Variation of Transmission Factors, Output Factors and Percent Depth Doses by Wedge Filters for 4~10 MV X-Ray Beams (4~10 MV X-선의 쐐기 (wedge) 필터의 투과율과 출력계수, 선축상 선량분포의 변화에 관한 연구)

  • 강위생
    • Progress in Medical Physics
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    • v.8 no.2
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    • pp.3-17
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    • 1997
  • Because a wedged beam consists of attenuated primary photons and scattered radiations from wedge, the spectrum of the wedged beam does not coincide with that of an open beam with same geometry. The aims of current report are to get exact information about whether effects of 15-60$^{\circ}$ wedge for 4 -10 MV photon beams should be considered for dose calculation or not, and to suggest a reference condition for measurement of wedge transmission factor. Percent depth dose of both open and wedged fields with angles of 15, 30, 45, 60$^{\circ}$ for beams of 4 MV(Clinac 4/100, Varian), two 6 MV(Clinac 6/100 and Clinac 2100C, Varian), 10 MV(Clinac 2100C, Varian) X-rays were measured to 30cm deep in water using ionization chambers. Hardening factors of photon beams were calculated with measured PDDs. Both field size factors and transmission factors of wedge filters were measured at d$_{max}$ in water. Beam hardening factors of wedged fields of 4 and 6 MV X-ray were larger than 1 for all wedge angles, field sizes and depths deeper than d$_{max}$ Beam hardening factors for wedge angles 15, 30, 45, 60$^{\circ}$ for 10$\times$10cm were respectively 1.010, 1.014, 1.023 and 1.034 for 4MV X-ray, 1.005, 1.008, 1.019, and 1.024 for 6MV X-ray of Clinac 6/100, 1.011, 1.021, 1.032, 1.036 for 6MV X-ray of Clinac 2100C, and 1.008, 1.012, 1.012 and 1.012 for 10MV X-ray. Beam hardening factors of 10MV X-ray were 1 within 1.2% difference for all wedge angles, depths and field sizes. It was made clear that for 6MV X-rays, the beam hardening factor depends on treatment machine. The relationship of the factor and depth was linear. Field size factor at d$_{max}$ was independent of wedge angle except for the field of 15$\times$15cm. and maximum difference of the field size factors for the field size was 1.4% for 4MV X-ray. When the wedge factor is determined, dependence of the factor on field size is negligible at d$_{max}$ but should be considered at deeper depth. Calculating dose distribution or MU, the beam hardening factor should be applied for 4~6MV X-ray beams, but might not be considered for 10MV beam. When wedge transmission factor was determined at d$_{max}$ or in air, field size factors for open field are also applicable to wedged fields, but otherwise, field size factor for each wedge or wedge factor depending on field size should be applied.

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Design and Fabrication of a 3.2 GHz Low Noise Dielectric Resonator Oscillator using Small-Signal S-Parameter (소신호 산란계수를 이용한 3.2 GHz 저잡음 유전체 공진 발진기의 설계 및 제작)

  • 조인귀;정재호;최현철
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
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    • v.10 no.2
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    • pp.187-195
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    • 1999
  • A series feedback DRO operating at 3.2 GHz applicable to the spectrum analyzer as the second local oscillator, is designed and fabricated. We can obtain a low noise by utilizing the small signal S-parameter of the transistor and adjusting the reflection coefficient from the coupling coefficient between dielectric resonator and microstrip line. The results show that output power is 10.50 dBm, a stable low phase noise is -116 dBc/Hz at a 10 kHz offset frequency and a harmonic characteristic is 19.33 dBc.

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Evaluation of Parameters in Hydrodynamic Model (동수역학모형의 매개변수 산정)

  • Yun, Tae-Hun;Lee, Jong-Uk;Jagal, Sun-Dong
    • Journal of Korea Water Resources Association
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    • v.33 no.1
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    • pp.39-50
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    • 2000
  • Generally speaking, a hydrodynamic model needs a friction coefficient (Manning coefficient or Chezy coefficient) and eddy viscosity. For numerical solution the coefficients are usually determined by recursive calculations. The eddy viscosity in numerical model plays physical diffusion in flow and also acts as numerical viscosity. Hence its value has influence on the stability of numerical solution and for these reasons a consistent evaluation procedure is needed. By using records of stage and discharge in the downstream reach of the Han river, I-D models (HEC-2 and NETWORK) and 2-D model (SMS), estimated values of Manning coefficient and an empirical equation for eddy viscosity are presented. The computed results are verified through the recorded flow elevation data.n data.

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Correlation of the Speed of Enhancement of Hepatic Hemangiomas with Intravoxel Incoherent Motion MR Imaging (간혈관종의 조영증강속도와 복셀내비결집운동 MR영상과의 상관관계)

  • Yang, Dal Mo;Jahng, Geon-Ho;Kim, Hyun Cheol;Kim, Sang Won;Kim, Hyug-Gi
    • Investigative Magnetic Resonance Imaging
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    • v.18 no.3
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    • pp.208-218
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    • 2014
  • Purpose : To evaluate the relationship between the speed of enhancement of hepatic hemangiomas on gadolinium-enhanced MRI and ADC values by using various parameters, including the D, f, $D^*$ and $ADC_{fit}$ on intravoxel incoherent motion (IVIM) MR Imaging. Materials and Methods: The institutional review board approved this retrospective study. A total of 47 hepatic hemangiomas from 39 patients were included (20 men and 19 women). The hemangiomas were classified into three types according to the enhancement speed of the hepatic hemangiomas on gadolinium-enhanced dynamic T1-weighted images: rapid (Type A), intermediate (Type B), and slow (Type C) enhancement. The D, f, $D^*$ and $ADC_{fit}$ values were calculated using IVIM MR imaging. The diffusion/perfusion parameters and ADC values were compared among the three types of hemangiomas. Results: Both the $ADC_{fit}$ and D values of type C were significantly lower than those of type A (P = 0.0022, P = 0.0085). However, for the f and $D^*$, there were no significant differences among the three types. On DWI with all b values (50, 200, 500 and $800sec/mm^2$), the ADC values of type C were significantly lower than those of the type A (P < 0.012). For b values with $800sec/mm^2$, the $ADC_{800}$ values of the type C hemangiomas were significantly lower than those of type B (P = 0.0021). We found a negative correlation between hepatic hemangioma enhancement type and $ADC_{50}$ (${\rho}=-0.357$, P = 0.014), $ADC_{200}$ (${\rho}=-0.537$, P = 0.0001), $ADC_{500}$ (${\rho}=-0.614$, P = 0.0001), and $ADC_{800}$ (${\rho}=-0.607$, P = 0.0001). Therefore, four ADC values of $ADC_{50}$, $ADC_{200}$, $ADC_{500}$, and $ADC_{800}$ were decreased with decreasing enhancement speed. Conclusion: Hepatic hemangiomas had variable ADCs according to the type of enhancement, and the reduced ADCs in slowly enhancing hemangiomas may be related to the reduced pure molecular diffusion (D).

The Influence of the Variation of Conic Coefficient of the Front Surface on RMS Spot Diameter (전면의 conic 계수 변화가 착락원 크기에 미치는 영향)

  • Park, Seong-Jong;Ju, Seok-Hee;Sim, Sang-Hyun
    • Journal of Korean Ophthalmic Optics Society
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    • v.8 no.2
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    • pp.77-83
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    • 2003
  • To investigate the influence of the variation of conic coefficient of the front surface on the RMS SD(Root Mean Square Spot Diameter) in a back focal plane, we use programs which are Cove V and LOSA 2.0. We consider a spectacle lens with back vertex power of -4.00D, diameter of 70 mm, the front surface powers which are 2.00D, 4.00D, 6.00D, and 8.00D, and the indices which are $n_d$=1.498, 1.523, 1.586, and 1.660, respectively. The RMS SD in the back focal plane and the thickness of an aspherical tens having the optimized conic constant are smaller than those of a spherical lens. The RMS SD in the back focal plane decreases as the front surface power decreases. From these results, we determine the optimized conic constant to improve the optical image quality and decrease RMS SD in the back focal plane.

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A Method Evaluating K0 of Granular Soil using DMT (DMT를 이용한 사질토 정지토압계수 평가방법)

  • Choi, Sung-Kun;Lee, Moon-Joo;Bae, Kyung-Doo;Lee, Woojin
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.4C
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    • pp.193-200
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    • 2010
  • This study suggests a method predicting at-rest coefficient of earth pressure ($K_0$) in order to evaluate the effect of stress history of granular soil. The method is based on the relation $K_D/K_0={\chi}(E_D/{\sigma}_m{^{\prime}})^{\delta}$, which is developed by combining two previously published relations such as $E_D/{\sigma}_m{^{\prime}}-{\psi}$ and $K_D/K_0-{\psi}$. As $K_D$ and $E_D$ are observed to be sensitive to the pre-stress, both indices are adopted for the estimation of $K_0$ value of granular soil. It is shown that the proposed $K_D/K_0-E_D/{\sigma}_m{^{\prime}}$ relation is insignificantly affected by the stress history. It is concluded from the comparative study that the proposed method, which uses only dilatometer test results to predict the $K_0$ of granular soil, provides more convenient and reliable prediction than other methods which use both CPT and DMT results.