• Korean Journal of Materials Research
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• v.6 no.11
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• pp.1074-1081
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• 1996

Mg-8Li-4AI 합금의 부식특성에 미치는 Y의영향을 전기화학적 분극시험 및 침지시험을 통하여 조사하였다. 전기 화학적 분극시험에서는 Y첨가량이 증가함에 따라 활성화 영역이 감소하엿고 부식전위가 증가하였으며, Y이 4.08wt% 첨가된 경우가 Y이 첨가되지 않은 경우에 비해 부식속도가 크게 감소하였다. 침지시험에서도 Y의 첨가량이 증가함에 따라 Y을 첨가하지 않은 시편에 비하여 무게감량 및 부시속도가 감소하였으며, Y이 첨가되지 않은 합금의 부식속도는 침지시간에 따라 급격히 증가하였지만 Y이 첨가되지 않은 합금의 부식속도는 침지시간에 따라 급격히 증가하였지만 Y이 4.8wt% 첨가된 합금은 96시간 이후부터 더 이상 증가하지 않았다. 이러한 결과는 Y 화합물(Mg24Y5)이 $\alpha$/$\beta$계면에서 희생 양극으로 작용하였기 때문이라고 생각된다. 따라서 Y의 첨가는 Mg-Li-AI 합금의 내식성을 향상시키는 역할을 한 것으로 판단된다.

• Proceedings of the Korea Information Processing Society Conference
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• 2009.04a
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• pp.635-638
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• 2009

컴퓨터 디스플레이를 위한 한글 표현 방법에는 한글 음절의 초성, 중성, 종성 각각에 코드를 부여하고, 이를 조합하여 1 음절을 2 바이트로 처리하는 표준 조합형 코드와 각 음절마다 2 바이트 코드를 부여하는 표준 완성형 코드, 그리고 모든 국가의 언어를 표현하기 위한 만국 공통의 문자부호 체계인 유니코드 방식이 있다. 일반적으로 임베디드 시스템은 PC에 비해 상대적으로 속도가 느리고 저장공간 또한 제한되어 있으나 그 용도에 따라 PC에 필적하는 성능을 가지는 경우도 있다. 따라서 화면에 한글을 출력할 경우, 임베디드 시스템의 자원 환경에 맞는 적합한 방식을 채택해야 한다. 본 논문은 시랩시스(CLabSys)사의 3.5" TFT LCD 키트인 LP35가 부착된 LN2440SBC 임베디드 보드(S3C2440A CPU, 400MHz)의 TFT LCD 드라이버 제작을 위한 초기화 방법과 픽셀 디스플레이 함수를 소개한다. 또한 픽셀 디스플레이 함수와 비트맵 폰트를 사용하여 표준 조합형, 표준 완성형, 유니코드 방식의 3가지 방식에 대한 한글 출력 처리 속도와 필요 메모리 용량을 비교한다. 시험 결과에 따르면, 표준 조합형은 적은 메모리 공간을 차지하지만 초성, 중성, 종성을 조합하는데 시간이 소요되고, 완성형은 조합형에 비해 출력 처리 속도는 빠르나 모든 음절의 저장을 위해 비트맵 폰트의 용량이 크며, 유니코드는 비트맵 폰트의 용량은 가장 크지만, 국가 간 언어의 호환성을 보장하고 출력 속도 또한 세 가지 방식 중 가장 빠른 것으로 나타났다.

• Journal of Korean Society of Forest Science
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• v.85 no.3
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• pp.513-523
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• 1996

This study was a med at predicting running speed related to alignment factors of forest road, and recommending the improvement method of forest road construction using the running speed of vehicles. For these purposes, this study proceeds to select forest roads after reviewing the planning papers and maps, to measure the road alignment factors such as longitudinal gradient, width of roadway, radius of curve, length of curve, superelevation, and conditions of road surface on the subject forest road. It was found that the running speed of vehicle on forest road is mainly influenced by the conditions of road surface, radios of curve, compound gradient, length of curve, longitudinal gradient and so on. The average running speed of cargo truck showed lower value than that of the expected speed of 'Forest Road Construction Regulations and Rules', and the average running speed of loaded truck showed 70-85% of the speed of empty truck. According to the road conditions, the changes of running speed can be expressed mathematically in terms of the increment of radius of curve and longitudinal gradient. The results of the study on the running speed of vehicle subject to the alignment of forest roads make it possible for one to judge the quality of the existing and to be constructed forest roads, to select the structure of forest road to improve the running speed of vehicle on forest road.

• Journal of the Korean Geophysical Society
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• v.3 no.2
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• pp.127-138
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• 2000

This study was conducted to examine the differences between dynamic and static elastic constants by use of some laboratory tests of cement mortar specimens which have different water/cement mixing ratios. Specific gravity measurement, ultrasonic velocity estimating and uniaxial compression test were adopted to acquire the dynamic and static elastic constants. Digital data acquisition and processing enhanced the accuracy of estimating the velocities of specimens drastically, Also, the method using the gradient of propagation delay time in according to increment of specimen length more enhanced the accuracy than the method using the only one specimen length over total propagation time. The correlation between density and the P and S wave velocity of specimens shows reliable positive relation and the correlation between density and the strength of uniaxial compression has the similar relationship. The dynamic Young's modulus $(E_D)$ is alway greater than the static Young's modulus $(E_S)$ and there is increasing tendency of the ratio $(E_D/E_S)$ according to the increase of density or strength of the specimens. On the other hand, there is no typical relationship between dynamic Poisson's ratio $({\nu}_D)$ and static Poisson's ratio $({\nu}_S)$ and just the ratio of ${\nu}_D/{\nu}_S$ ranges front 69 to 122 %.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.488-488
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• 2018

본 연구는 보 구간에서 조류와 조류 발생원인 물질의 거동해석 및 조류예측모델의 입력 자료로 활용하기 위하여 부유물질의 침강량과 침강속도를 조사하였다. 낙동강 수계 4개보(달성보, 강정고령보, 합천창녕보, 창녕함안보)를 대상으로 2017년 6월, 7월, 11월, 12월에 조사하였으며, Sediment trap을 이용하여 포집한 침강물질에 대해 seston, POC, PON, POP, Chl-a, Pheo-a의 침강량, 침강속도 및 물질의 함량비를 분석하였다. 조사기간 동안 낙동강수계 4개보 지점에서 seston, POC, PON, POP, Chl-a, Pheo-a 의 침강량은 각각 $322.7{\sim}58,011.5mg/m^2/day$, $33.8{\sim}1,127.2mg/m^2/day$, $4.2{\sim}150.6mg/m^2/day$, $0.667{\sim}10.634mg/m^2/day$, $0.3{\sim}18.7mg/m^2/day$, $0.3{\sim}14.7mg/m^2/day$의 범위로 나타났으며, seston, POC, PN, PP, Chl-a의 침강속도는 각각 0.02~1.46m/day, 0.02~1.36m/day, 0.03~3.18m/day, 0.01~1.18m/day, 0.02~0.60 m/day의 범위로 나타났다. 조사기간 동안 4개보 지점의 평균 침강속도는 seston 0.94m/day, POC 0.44m/day, PON 0.52m/day, POP 0.21m/day, Chl-a 0.22m/day로 보 건설 전인 2004년도 낙동강 본류 지점에서의 침강속도(seston 14.54 m/day, POC 18.32m/day, PON 1.64m/day, POP 5.96m/day, Chl-a 0.29m/day)에 비해 적은 것으로 나타났다. 한편 활성을 잃은 식물플랑크톤을 나타내는 Pheo-a의 농도와 살아있는 식물플랑크톤의 현존량의 지표 Chl-a의 농도 비교결과 죽거나 활성을 잃은 식물플랑크톤의 양이 평균 1.5배 많은 것으로 나타났다. 조사기간 동안 4개 보 지점의 Sediment trap 포집된 침강물 내 C:N비는 2.0~7.4 범위로, N;P비는 14.2~52.5 범위로, C/Chl-a비는 14.4~253.3의 범위로 나타났다. 일반적으로 조류의 C/Chl-a 비가 40으로 볼 때 본 연구에서 조사된 보 지점에서의 침강물은 외부로부터 유입된 유기물이 많은 것으로 판단된다. 본 연구에서는 조류의 침강속도는 조류의 종을 구분하지 않은 총 조류에 대한 것으로, 향후 보 구간에서 종 조성을 고려한 조류예측 모델을 향상시키기 위해서는 조류 종별에 대한 침강속도에 대한 연구할 필요가 있다.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.29 no.1A
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• pp.1-8
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• 2004

Viterbi decoders are widely used for communication and high-density storage devices. An add-compare-select(ACS) unit has been an active research area for a long time because it is the most critical component in determining the operation speed and power-consumption of the Viterbi decoder. We propose a new comparator which is faster and consumes less power than existing ones. We also used the new comparator for a Viterbi decoder and our simulations results show the Viterbi decoder outperforms existing ones at least $20\%$ in its operating speed.

• Journal of the Korean Institute of Telematics and Electronics
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• v.26 no.2
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• pp.94-101
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• 1989

Transport properties of 2DEG at AlGaAs/GaAs interface such as average electron energy, flight distance, each valley occupancy ratio, average electron velocity for various fields are investigated by MONTE-CARLO method. As the electric field increases, more electrons transit drastically from (000) valley to (000) upper valley. This phenomenon shows the nonstationary effect such as velocity overshoot. The duration of the transient decreases from about 1.4 psec for electric field E = 7KV/cm to about 0.7 psec for 12KV/cm. The average electron velocity during transient transport in 2DEG is about 8 times the steady-state velocity for E = 12KV/cm at room temperature. In comparison with bulk GaAs the peak velocity in the 2DEG is higher than that in even pure bulk GaAs at electric field E = 7 KV/cm. On the basis of the fact that the electrons in the 2DEG have larger peak velocity and shorter transient time of velocity than those in the bulk GaAs, it is suggested that the device with 2DEG may obtain higher mobility than that with bulk GaAs.

• Journal of Life Science
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• v.8 no.5
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• pp.504-508
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• 1998

A study was conducted to evaluate a protein removal characteristics by foam separation. The foam separator was operated in well-mixed tank which would be considered as a completely mixed condition. The feasibility of foam separation to remove protein from fresh and sea water was investigated. Protein removal characteristics of the foam separator were obtained by batch reactor operations. To find the effect of the operating parameter to protein removal rate, the foam separation was carried with variation of initial protein concentration and foam height. The results indicated that the protein removal efficiency was increased with increasing protein concentration and decreased with increasing foam height. The relationship between protein concentration and protein removal rate was evaluated by linear regression.

• Geophysics and Geophysical Exploration
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• v.10 no.1
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• pp.1-18
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• 2007

Non-linear elastic wavefield inversion is a powerful method for estimating elastic parameters for physical constraints that determine subsurface rock and properties. Here, I introduce six elastic-wave velocity models by reconstructing elastic-wave velocity variations from real data and a 2D elastic-wave velocity model. Reflection seismic data information is often decoupled into short and long wavelength components. The local search method has difficulty in estimating the longer wavelength velocity if the starting model is far from the true model, and source frequencies are then changed from lower to higher bands (as in the 'frequency-cascade scheme') to estimate model elastic parameters. Elastic parameters are inverted at each inversion step ('simultaneous mode') with a starting model of linear P- and S-wave velocity trends with depth. Elastic parameters are also derived by inversion in three other modes - using a P- and S-wave velocity basis $('V_P\;V_S\;mode')$; P-impedance and Poisson's ratio basis $('I_P\;Poisson\;mode')$; and P- and S-impedance $('I_P\;I_S\;mode')$. Density values are updated at each elastic inversion step under three assumptions in each mode. By evaluating the accuracy of the inversion for each parameter set for elastic models, it can be concluded that there is no specific difference between the inversion results for the $V_P\;V_S$ mode and the $I_P$ Poisson mode. The same conclusion is expected for the $I_P\;I_S$ mode, too. This gives us a sound basis for full wavelength elastic wavefield inversion.

• Journal of the Korean Geotechnical Society
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• v.28 no.12
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• pp.41-51
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• 2012

Soils are commonly unsaturated in the near surface. The stiffness of soils is affected by the amount of air and water. The objective of this study is to evaluate the porosity of the unsaturated soils by using the elastic waves including compressional and shear waves. The elastic waves are measured at different degrees of saturation by controlling the matric suction. Thus, the unsaturated soils are characterized at different levels of the matric suction. Shear and compressional waves are measured by using the bender elements and the piezo disk elements, respectively. Both transducers are installed on the walls of the rectangular cell. The unsaturated soils are prepared by using uniform size sands and silts. Test results show that both compressional and shear wave velocities change according to the matric suction. The elastic modulus, the shear modulus, and the Poisson's ratio are estimated based on the measured elastic wave velocities. In addition, the void ratio of the unsaturated soils estimated using elastic wave velocities matches well with the volume based void ratio. This study demonstrates that the elastic waves can be effectively used for the characterization of unsaturated soils.