• The Science & Technology
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• v.6 no.2 s.45
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• pp.28-31
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• 1973

원자로제어를 위한 중성자열전대의 응답시간 단축을 목적으로 진공증착된 박모열전대를 이용하여 중성자 열전대를 시작하였다. 이의 실험결과를 선열전대의 것과 비교하였으며, 열중성자동범위 2x(10에 8승)x8x10¹³ neutrons/cm²/sec에서 좋은 선형특성을 가지고 있었다. 시작된 박모중성자열전대를 사용하여 TRIGA MARK-Ⅱ 원자로 로필에서의 열중성자속분포를 측정하였다.

• Journal of Korean Society of Transportation
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• v.22 no.3 s.74
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• pp.95-105
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• 2004

The fundamental diagram is a important element in a variety of transportation studies. While various shapes of the fundamental diagram have been proposed and numerous debates on the best-fit fundamental diagram have been made, the reason why the fundamental diagram has many different shapes has not been well explained. This study introduces time sap as a key parameter to understand drivers' behavioral differences at different locations and traffic conditions, then relate to the shape of the fundamental diagram. From the freeway event detector data, it is shown that time gap follows a certain probabilistic distribution and its mean value varies along locations. It also turns out that drivers take different time gaps for different travel speeds. Three different types of time gap-speed diagrams are identified and matched to Greenberg, reversed-lambda, and inverted-V types of fundamental diagrams, respectively. This study explains the characteristics of fundamental diagrams using time gap as a microscopic variable and describes drivers' behavioral characteristics according to traffic and geometric conditions.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.392-392
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• 2016

다량의 토사가 유입된 하천에서의 유사 이송 및 퇴적 과정을 이해하고 하상재료 분포 특성을 파악하는 것은 안정하도설계를 위해 대단히 중요하다. 2006년 7월경 태풍으로 인한 수증기가 강원도내의 산악지형과 만나면서 내륙산간 지역 집중호우로 인해 지방하천에 토석류 홍수 피해가 크게 발생하였다. 인제군에 위치한 한계천은 그러한 피해를 경험한 하천 중에 하나이다. 토석류가 발생한 한계천과 토석류가 발생하지 않은 인근지역 하천인 영실천의 하천 특성을 비교하였다. 토석류 발생 이후 2008년, 2010년, 2012년의 위성영상을 비교한 결과 영실천의 하천 유심부의 위치는 거의 변화가 없는 반면, 한계천의 경우 유사이송에 의해 하천의 유심부 위치가 지속적으로 변화하고 있음을 확인할 수 있었다. 또한 시간 경과에 따라 유사이송 구간의 하상재료 크기가 256~2,048mm 범위인 전석(boulder)이 점차적으로 빈번하게 관측되었다. 토석류 유입 하천의 하상재료의 분포 특성을 분석하고자 하천 구간별 전석의 크기와 빈도를 조사하였다. 하천에서의 토석류 유입은 하상재료 전석의 빈도와 크기에 영향을 미치는 것을 확인 할 수 있었다. 전석의 공간적 분포를 조사한 결과 전석의 빈도와 크기는 하류로 갈수록 감소하였다. 또한 구간별 하상 경사, 하폭, 그리고 유속 등에 따라 전석의 공간적 크기와 빈도가 연관성을 보이는 것을 확인하였다.

• Journal of Astronomy and Space Sciences
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• v.20 no.4
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• pp.283-298
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• 2003

The 2001 Leonid meteor storm has been observed all over the world, and its most intense flux since the last few decades has caused great interest among both laymen and experts. Especially, its maximum hours occurred at dawn hours of Nov. 19 in the east Asia, during which moonless clear night at the Mt. Bohyun allowed us near perfect condition of observation. Observation was carried out in the period of 01:00∼05:40(KST), which include the predicted maximum hours, with all-sky camera installed for upper atmospheric airglow research. Tn this paper we analyze 68 all-sky images obtained in this period, which contain records of 172 meteors. Utilizing the zenith hourly rate(ZHR) of 3000 and magnitude distribution index of 2, which were reported to International Meteor Organization by visible observers in the east Asia, we estimate the limiting magnitude of about 3 for meteors detected in our all-sky images. We then derive magnitudes of 83 meteors with clear pixel brightness outlines among the initially detected 172 meteors by comparing with neighbor standard stars. Angular velocities of meteors needed for computing their passing times over an all-sky image are expressed with a simple formula of an angle between a meteor head and the Leonid radiant point. The derived magnitudes of 83 meteors are in the range of -6∼-1 magnitude, and its distribution shows a maximum new -3mag. The derived magnitudes are much smaller than the limiting magnitude inferred from the comparison with the result of naked-eye observations. The difference may be due to the characteristic difference between nearly instantaneuous naked-eye observations and CCD observations with a long exposure. We redetermine magnitudes of the meteors by adjusting a meteor lasting time to be consistent with the naked-eye observations. The relative distribution of the redetermined magnitudes, which has a maximum at 0 mag., resembles that of the magnitudes determined with the in-principle method. The relative distribution is quite different from ones that decrease monotonically with decreasing magnitudes for meteors(1∼6) sensitive to naked-eye observations. We conclude from the magnitude distribution of our all-sky observation that meteors brighter than about 0 mag., appeared more frequently during the 2001 Leonid maximum hours. The frequent appearance of bright meteors has significantly important implication for meteor research. We noted, however, considerably large uncertainties in magnitudes determined only by comparing standard stars due to the unknown lasting time of meteors and the non-linear sensitivity of all-sky camera.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.1229-1233
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• 2005

본 연구는 도시지역의 강우-유출로 인한 비점오염물질의 유출특성 및 배출부하량을 조사하기 위하여 영산강권역의 풍영정천을 대상으로 조사하였다. 대상 유역의 토지이용별 구분은 논지역, 하류공단 및 논$\cdot$산지 복합 토지 이용특성, 공단 지역, 도시 분류식 지역, 소유역 출구지역으로 구분하였다. 시료의 채취는 강우시 4회에 걸쳐 조사하였으며, 매회 시료 채취 주기는 강우유출이 발생하기 전부터 시작하여 첨두유출량이 발생때까지 $1\~2$시간 간격으로 채취한 후 강우 종료 후 유출량 변화가 없을 때까지 $9\~12$단계로 세분하여 유출량과 pH, DO, BOD, COD, SS, T-N, T-P의 농도를 측정 하였다. 토지이용별 비점오염물질의 유량가중평균농도(EMC : Event Mean Concentration)를 살펴보면, BOD의 EMC는 $4.43\~14.22mg/{\ell}$의 분포를 보였으며, 도시 합류식 토지이용 특성을 지닌 P-4지점에서 가장 큰 농도를 보였을 뿐만 아니라 타 토지이용 특성에 비하여 두드러지게 초기 오염물질 유출 현상을 나타내었다. COD의 EMC는 $8.27\~18.81mg/{\ell}$의 분포를 보였으며, BOD 수질농도와 같이 P-4 지점에서 가장 큰 농도를 갖는 것으로 나타났다. SS의 EMC는 $35.76\~358.86mg/{\ell}$의 분포를 보였으며, 소유역의 중간지점이면서 논$\cdot$산지$\cdot$공단지역의 토지이용 특성을 지닌 P-2 지점에서 가장 큰 농도를 나타내었다. 이는 조사기간(Event 1, Event2) 동안 상류의 자연형하천 제방공사로 인한 토사유출로 인하여 다소 높게 나타난 것으로 판단된다. 또한, 대상유역 전반적으로 초기 오염물질 유출 현상을 보였으며, BOD와 COD 수질농도의 분포양상과는 다르게 강우량 및 강우강도에 많은 영향을 받는 것으로 나타났다. T-N의 EMC는 $1.61\~7.13mg/{\ell}$의 분포를 보였으며, T-P는 $0.03\~0.46mg/{\ell}$의 분포를 갖는 것으로 나타났다.

• Journal of Korea Water Resources Association
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• v.40 no.8
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• pp.643-654
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• 2007

This study proposes and evaluates a methodology for deriving the rainfall intensity- duration-frequency relationship for durations less than 10 minutes used for designing drainage systems in small urban catchments and roads. The method proposed in this study is based on the Moupfouma distribution, which has been evaluated by applying it to the rainfall data at the meteorological Seoul station. Summarizing the results is as follows: (1) The frequency analysis results using minutely rainfall data was found not to be corresponded with the extrapolation of that by the Ministry of Construction and Transportation (2000). (2) The annual maxima minutely rainfall data derived by applying the Moupfouma distribution to the accumulated 60-minute data was found to well reproduce the characteristics of those of observed. (3) The rainfall intensity-duration-frequency relationship derived by applying the Moufouma distribution to the accumulated 50-minute data and hourly data was found insignificant.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.24 no.5
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• pp.531-542
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• 2011

The time-dependent temperature distribution across the section in bridges is determined on the basis of the three-dimensional finite element analyses and numerical time integration in this study. The material properties which change with time and thermal stress of concrete are taken into account to effectively trace the early-age structural responses. Since the temperature distribution is nonlinear and depends upon many material constants such as the thermal conductivity, specific heat, hydration heat of concrete, heat transfer coefficients and solar radiation, three representative influencing factors of the construction season, wind velocity and bridge pavement are considered at the parametric studies. The validity of the introduced numerical model is established by comparing the analytical predictions with results from previous analytical studies. On the basis of parametric studies for four different bridge sections, it is found that the creep deformation in concrete bridges must be considered to reach more reasonable design results and the temperature distribution proposed in the Korean bridge design specification need to be improved.

• Fire Science and Engineering
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• v.22 no.5
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• pp.1-8
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• 2008

The study is to perform numerical analysis of train fire characteristics in an underground subway tunnel, depending the different locations of ventilation facility. To study the characteristics of train fire, two kinds of worst-case scenarios are selected, based on escape distance, escape time, and fire zone, and trends and thermal environments of tunnel are analyzed by changing the locations of ventilation facility for times. Fire characteristics is calculated by using FLUENT v.6.3.26, and turbulent flow is calculated by using the standard k-${\varepsilon}$ model. The numerical results show distribution of carbon monoxide concentration, temperature, and velocity. The results of this study will contribute to building the most suitable ventilation systems when designing subway stations and tunnels.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2000.05a
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• pp.263-267
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• 2000

Traffic analysis during past years used the Poisson distribution or Markov model, assuming an exponential distribution of packet queue arrival. Recent studies, however, have shown aperiodic and burst characteristics of network traffics Such characteristics of data traffic enable the scalability of network, QoS, optimized design, when we analyze new traffic model having a self-similar characteristic. This paper analyzes the self-similar characteristics of a small-scale mixed traffic in a network simulation, the real WAN delay time, TCP packet size, and the total network usage.

• Journal of the Korean Institute of Telematics and Electronics D
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• v.36D no.8
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• pp.1-6
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• 1999

The only transmission characteristics in frequency domain is considered when using the tapered transmission line for wide-band impedance matching in MCM and MIC designs. In this paper, the distortion of an electrical pulse with rise/fall time resulting from dispersion and reflection as it propagates along a tapered microstrip line is investigated, and the delay time and distortion rate with respect to input and load impedances are analyzed on triangular and exponential tapered lines. A dispersion model of the phase constant proposed by Kirschning-Jansen is used to meet the frequency, accuracy and microstrip parametric requirements. The triangular tapered line shows both shorter delay time and higher distortion rate than those of the exponential tapered line. Furthermore, the amplitude of signal reflected from load point is calculated in time domain.