• Journal of Korea Water Resources Association
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• v.37 no.2
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• pp.87-96
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• 2004

The simulation results using i- V relationship of non-Darcy flow through tide embankment by Li et al.(1998) agree well to the observed data. The use of i- V relationship is applicable to the engineering practice and the correct input of porosity is necessary. The non-Darcy flow based on the pipe flow and Taylor's definition for mean hydraulics radius in rockfill material is applicable to the block and caisson materials. The correct calculation of flow through tide embankment enables the accurate calculation of velocity at final closing gap and the prediction of inner water level after tide embankment construction as well.

• KSBB Journal
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• v.20 no.2 s.91
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• pp.106-111
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• 2005

The functional relationship between the number of mole of an i-fatty acid (Si) included in fish oil and the hydrolysis time(t) was expressed as a mathematical model, $S_i=-{\alpha_i}1n(t)+\beta_i$. The average errors of calculated values on the basis of the measured values were distributed in the range of less than $5\%$ for all the 15 fatty aids composing of fish oil. The equation of hydrolysis rate of each fatty acid was deduced as $v_i={\gamma_i}exp(\frac{S_i}{\alpha_i})$ from the above-mentioned $S_i=-{\alpha_i}ln(t)+{\beta_i}$. Therefore the hydrolysis yields of fatty acids were analyzed using the equation of $S_i\;Vs.\;t.$. The 15 fatty acids were categorized into 4groups from the view point of hydrolysis yield. The hydrolysis yields of the first group, including C14:0, C16:0, C16:1, C18:0, C18:1 (n-7) and 1l8:1 (n-9), were higher than $70\%$ at 48 hr of hydrolysis. Those of the second group, C20:1, C22:1, C18:3, C20:4 and C20:5, were distributed from $40\%,\;to\;60\%$, and third group were around $30\%$. The final group containing only C22:6 was very hard to be hydrolyzed and the yield was less than $20\%$ at the same time.

• Proceedings of the Materials Research Society of Korea Conference
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• 2003.11a
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• pp.158-158
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• 2003

수평 전기로에서 CuGaTe2 다결정을 합성하여 HWE 방법으로 CuGaTe2 단결정 박막을 반절연성 GaAs(100) 위에 성장하였다. CuGaTe2 단결정 박막은 증발원과 기판의 온도를 각각 67$0^{\circ}C$, 41$0^{\circ}C$로 성장하였다. 이때 단결정 박막의 결정성이 10K에서 측정한 광발광 스펙트럼은 954.5nm (1.2989eV) 근처에서 exciton emission 스펙트럼이 가장 강하게 나타났으며, 또한 이중결정 X-선 요동곡선(DCRC)의 반폭치(FWHM)도 139arcsec로 가장 작게 측정되어 최적 성장 조건임을 알 수 있었다. Hall 효과는 van der Paw방법에 의해 측정되었으며, 온도에 의존하는 운반자 농도와 이동도는 293K에서 각각 8.72$\times$$10^{23}$개/㎥, 3.42$\times$$10^{-2}$$m^2$/V.s였다. 상온에서 CuGaTe2 단결정 박막의 광흡수 특성으로부터 에너지 띠간격이 1.22 eV였다 Band edge에 해당하는 광전도도peak의 온도 의존성은 Varshni 관계식으로 설명되었으며, Varshni 관계식의 상수값은 Eg(0) = 1.3982 eV, $\alpha$= 4.27$\times$$10^{-4}$ eV/K, $\beta$= 265.5 K로 주어졌다. CuGaTe2 단결정 박막의 광전류 단파장대 봉우리들로부터 10K에서 측정된 $\Delta$cr (crystal Field splitting)은 0.0791eV, $\Delta$s.o (spin orbit coupling)는 0.2463eV였다. 10K에서 광발광 봉우리의 919.8nm (1.3479eV)는 free exciton(Ex), 954.5nm (1.2989eV)는 donor-bound exciton 인 I2(DO,X)와 959.5nm (1.2921eV)는 acceptor-bound exciton 인 I1(AO,X) 이고, 964.6nm(1.2853eV)는 donor-acceptor pair(DAP) 발광, 1341.9nm (0.9239eV)는 self activated(SA)에 기인하는 광발광 봉우리로 고찰되었다.

• The Transactions of the Korean Institute of Power Electronics
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• v.14 no.5
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• pp.372-378
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• 2009

With the increase in capacity of photovoltaic generation systems, studies are being actively conducted to improve system efficiency. In order to develop the high performance photovoltaic power system it is required to understand the physical characteristics of the solar cell. However, solar cell models have a non-linear form with many parameters entangled and conventional methods suggested to extract the parameters of the solar cell model require some kind of assumptions, which accompanies the calculation errors, thereby lowering the accuracy of the model. Therefore, in this paper a novel method is proposed to calculate the ideality factor and reverse saturation current of the solar cell from the I-V curve measured and announced by solar cell manufacturers, derive the ideal I-V curve, and then extract the series and shunt resistances value from the difference between the ideal and measured I-V curve. Also, validity of the proposed method is demonstrated by calculating the correlation between I-V curve based on modeling parameters and I-V curve actually measured through least squares method.

• Journal of Astronomy and Space Sciences
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• v.25 no.2
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• pp.87-100
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• 2008

A total of 792 CCD images of V523 Cas were obtained on four nights of Jan. 2003 with the bvri CCD photometric system attached to a 61cm reflector of Sobaeksan Optical Astronomy Observatory (SOAO). The 17 standard stars in the images were used to establish transformation relations between our bvri system and the standard Johnson-Cousins BVRI system. We derived the tentative equations of transformation between two photometric systems as follows; V=v-0.0689(B-V)+0.0063, B-V=1.3197(b-v)-0.1733, V-R=0.9210(v-r)-0.1309, R-I=0.8892(r-i)-0.1055. Using these equations standard V magnitudes and their color indexes (B-V, V-R, R-I) for 57 stars in the field of the image were determined.

• Journal of the Korean Chemical Society
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• v.31 no.3
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• pp.225-230
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• 1987

Electrical conductivity of $CdO-La_2O_3$ system containing 0.8mol% of CdO was measured from 500 to $900^{\circ}C$ at oxygen partial pressures of $10^{-7}\;to\;10^{-1}$ atm. Plots of log ${\sigma}$ vs. 1/T at constant $PO_2$ are found to be linear and the activation energy appears to be 0.97eV. The log ${\sigma}$vs. log $PO_2$ is found to be linear at oxygen pressures of $10^{-7}\;to\;10^{-1}$ atm and $500{\sim}900^{\circ}C$. The conductivity dependence on $PO_2$ at the above temperature range is given by ${\sigma}\;{\alpha}\;PO_2^{1/4}$. The defect structure in this system is believed to be complex, i.e., ${V_{La}}^{'''}$ and $V\"{o}$. The interpretations of conductivity dependences on temperature and $PO_2$ are presented and conduction mechanism is proposed to explain the data.

• Explosives and Blasting
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• v.9 no.1
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• pp.3-13
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• 1991

The cautious blasting works had been used with emulsion explosion electric M/S delay caps. Drill depth was from 3m to 6m with Crawler Drill ${\phi}70mm$ on the calcalious sand stone (soft -modelate -semi hard Rock). The total numbers of test blast were 88. Scale distance were induced 15.52-60.32. It was applied to propagation Law in blasting vibration as follows. Propagtion Law in Blasting Vibration $V=K(\frac{D}{W^b})^n$ were V : Peak partical velocity(cm/sec) D : Distance between explosion and recording sites(m) W : Maximum charge per delay-period of eight milliseconds or more (kg) K : Ground transmission constant, empirically determind on the Rocks, Explosive and drilling pattern ets. b : Charge exponents n : Reduced exponents where the quantity $\frac{D}{W^b}$ is known as the scale distance. Above equation is worked by the U.S Bureau of Mines to determine peak particle velocity. The propagation Law can be catagorized in three groups. Cubic root Scaling charge per delay Square root Scaling of charge per delay Site-specific Scaling of charge Per delay Plots of peak particle velocity versus distoance were made on log-log coordinates. The data are grouped by test and P.P.V. The linear grouping of the data permits their representation by an equation of the form ; $V=K(\frac{D}{W^{\frac{1}{3}})^{-n}$ The value of K(41 or 124) and n(1.41 or 1.66) were determined for each set of data by the method of least squores. Statistical tests showed that a common slope, n, could be used for all data of a given components. Charge and reduction exponents carried out by multiple regressional analysis. It's divided into under loom over loom distance because the frequency is verified by the distance from blast site. Empirical equation of cautious blasting vibration is as follows. Over 30m ------- under l00m ${\cdots\cdots\cdots}{\;}41(D/sqrt[2]{W})^{-1.41}{\;}{\cdots\cdots\cdots\cdots\cdots}{\;}A$ Over 100m ${\cdots\cdots\cdots\cdots\cdots}{\;}121(D/sqrt[3]{W})^{-1.66}{\;}{\cdots\cdots\cdots\cdots\cdots}{\;}B$ where ; V is peak particle velocity In cm / sec D is distance in m and W, maximLlm charge weight per day in kg K value on the above equation has to be more specified for further understaring about the effect of explosives, Rock strength. And Drilling pattern on the vibration levels, it is necessary to carry out more tests.

• Journal of Sensor Science and Technology
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• v.8 no.5
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• pp.359-367
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• 1999

CsI(Li) single crystals doped with 0.02, 0.1, 0.2 and 0.3 mole% lithium as an activator were grown by Czochralski method. The lattice structure of grown CsI(Li) single crystal was bcc, its lattice constant was $4.568\;{\AA}$. The absorption edge of CsI(Li) single crystal was 245 nm, and the spectral range of luminescence was $300{\sim}600\;nm$, its maximum luminescence intensity appeared at 425 nm. The energy resolutions of CsI(Li) single crystal doped with 0.2 mole% lithium were 14.5% for $^{137}Cs$(662 keV), 11.4% for $^{54}Mn$(835 keV) and 17.7% and 7.9% for $^{22}Na$(511 keV and 1275 keV), respectively. The relation formula of $\gamma$-ray energy versus energy resolution was ln (FWHM%) = -0.893lnE + 8.456 and energy calibration formula was ${\log}E_r=1.455\;{\log}(ch.)-1.277$. The phosphorescence decay time of CsI(Li) crystal doped with 0.2 mole% lithium was 0.51 s at room temperature, and its time resolution measured by CFT(constant-fraction timing method) was 9.0 ns.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.230-230
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• 2020

하천 유량측정을 위한 표면유속계는 비접촉식 방식이기 때문에 현장에서의 측정이 간편하고, 비교적 안전하기 때문에 홍수시 유량측정에 널리 이용되고 있다. 비접촉식 유속계가 가지고 있는 이러한 장점으로 전자파표면유속계의 활용이 점차 증가하고 있으며, 영상유속계와 같은 비접촉 측정방식의 활용방안 마련에 대한 연구개발 등이 꾸준히 진행되어 왔다. 최근에는 고정식으로 상시 운영이 가능한 표면유속계 등이 출시되어 소규모 하천이나 수로에서의 상시 유량측정에 활용되고 있다. 다만, 이러한 비접촉식 유속계는 표면의 유속을 측정하기 때문에 유량산정을 위해서는 평균유속으로의 환산이 필요하지만, 현재까지는 평균유속 환산계수를 사용하여 표면유속을 평균유속으로 환산하는 방법이 유일하게 활용되고 있다. 하지만, 실제 하천에서는 단면 및 하도형태, 하상조건, 수리특성 및 유속분포 등의 다양한 조건에 따라 환산계수가 결정되기 때문에 이를 단순히 일률적으로 적용하는 것은 곤란하며, 이로 인해 과거 오랫동안 표면유속을 평균유속으로 환산하기 위한 다양한 연구가 진행되었지만, 실제 다양한 조건의 하천에 적용할 수 있는 표준화된 방법은 아직까지 제시되지 못하고 있다. 현재까지, 고정식으로 설치된 유속계로부터 측정된 유속을 평균유속으로 환산하는 방법으로는 국내외적으로 지표유속법(Index Velocity Method)과 유속분포법(Velocity Profile Method)이 대표적이며, H-ADCP (Horizontal-Acoustic Doppler Velocity Profiler) 또는 UVM(Ultrasonic Velocity Meter) 등과 같은 초음파유속계를 활용한 자동유량측정시설의 유량산정방법으로 활용되고 있다. 이러한 방법들은 고정된 유속계의 측정유속을 지표유속(V_i)으로 하여 다양한 범위의 실측된 평균유속과의 관계를 개발하여 활용하거나, 지표유속을 매개로 개수로 단면의 이론적인 유속분포를 추정하여 평균유속을 산정한다. 이러한 지표유속을 활용하는 방법들에서 공통적으로 중요한 것은 하천단면의 최대유속(V_max)이 가장 좋은 지표유속이라는 것이다. 따라서 국제기준에서는 지표유속을 측정하는 유속계의 가장 바람직한 위치로 유심부(core flow)를 권장하고 있다. 하지만, 접촉식 유속계의 경우 유심부 설치가 매우 어렵고 많은 비용이 들기 때문에, 비접촉식 유속계를 활용하여 하천단면의 최대유속을 측정할 수 있다면, 가장 효율적인 고정식 측정방법이 될 수 있을 것이다. 따라서, 본 연구에서는 비접촉식 표면유속계의 고정식 유량측정 활용성 및 적용성을 검토할 목적으로 표면유속에 대한 유량산정방법을 검토하였다. 이를 위해 24GHz의 주파수를 갖는 레이다표면유속계인 Sensoflow를 낙동강 수계 길안천에 위치한 안동시(대사3교)에 고정설치하여 표면유속을 지표유속으로 수집하였다. 다양한 유량규모에서 측정한 실측 표면유속과 수집된 표면유속을 지표유속으로 활용하여 지표유속관계를 개발하였으며, 산정된 유량을 기존 수위-유량관계곡선식의 환산유량과 비교하여 표면유속의 지표유속 활용성을 검토하였다.

• Journal of the Korea Concrete Institute
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• v.16 no.6 s.84
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• pp.785-794
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• 2004

This paper describes a new refined truss modeling technique derived based on the well-known relationship of V=dM/dx=zdT/dx+Tdz/dx in a reinforced concrete beam subjected to combined shear and moment loads. The core of the model is that a new perspective on the shear behavior can be gained by considering the variation of the internal arm length along the span, so that the shear resistance mechanism can be expressed by the sum of two base components; arch action and beam action. The sharing ratio of these two actions is determined by accounting for the compatibility of deformation associated to the two actions. Modified Compression Field Theory and the tension-stiffening effect formula in CEB/FIP MC-90 are employed in calculating the deformations. Then the base equation of V=dM/dx has been numerically duplicated to form a new refined truss model.