• Title/Summary/Keyword: 시험망

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The East-Asian VLBI Network: Recent Progress and Results of the First Imaging Test Observation (동아시아VLBI관측망의 현황과 영상합성 시험관측 결과)

  • Wajima, Kiyoaki;Roh, Duk-Gyoo;Oh, Se-Jin;Jung, Taehyun;Kim, Jongsoo;Hagiwara, Yoshiaki;Hada, Kazuhiro;Kawaguchi, Noriyuki;Kobayashi, Hideyuki;Wu, Yuanwei;Fujisawa, Kenta;An, Tao;Baan, Willem A.;Jiang, Wu;Shen, Zhi-Qiang;Xia, Bo;Zhang, Ming;Hao, Longfei;Wang, Min
    • The Bulletin of The Korean Astronomical Society
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    • v.41 no.1
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    • pp.58.3-59
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    • 2016
  • 동아시아 VLBI 관측망(the East-Asian VLBI Network; EAVN)은 한 중 일 각국의 전파망원경을 통합해서 구성되는 동아시아 지역의 새로운 VLBI 관측망이다. EAVN의 주된 관측주파수는 6.7, 8, 22, 43 GHz이고 최고 공간분해능은 약 0.6 mas이다. 우리는 EAVN의 성능검증을 목적으로 하는 국제연구팀을 구성하고 2013년부터 2015년까지 주로 8, 22 GHz로의 프린지검출 시험관측을 실행해왔다. 이들의 결과에 의거해서 작년말부터 앞으로의 EAVN 어레이 공개를 목표로 할 영상합성 시험관측을 시작하였다. 첫 번째 시험관측은 한 중 일 9개의 안테나를 이용해서 2015년12월13일에 8 GHz로 실시하였다, 관측 천체는 밝은 활동성 은하핵인 4C 39.25이고, 국제간 기선에서 성공적으로 프린지를 검출하였다. 우리는 올해부터 100 시간 이상을 이용해서 상기 네 주파수로의 영상합성 시험관측을 실시할 계획이고, 2017년 후반기부터 부분적인 공개관측을 시작할 예정이다. 이 발표에서는 주로 EAVN의 현황과 상기 영상합성 시험관측의 결과에 관해서 보고한다.

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Demonstration of Voltage Control of DC Distribution System Using Real-time DC Network Analysis Applications (실시간 DC 계통해석 응용프로그램을 이용한 DC 배전망 전압제어 실증 연구)

  • Kim, Hong-joo;Cho, Young-pyo;Cho, Jin-tae;Kim, Ju-yong
    • KEPCO Journal on Electric Power and Energy
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    • v.5 no.4
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    • pp.275-286
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    • 2019
  • This paper presents real-time Direct Current (DC) network analysis applications for operation of DC distribution system or DC microgrid. These applications are installed on central Energy Management System (EMS) and provide solutions of DC network operation. To analysis DC distribution network, this paper proposes composition and sequence of applications. Algorithm of applications is presented in this paper. Demonstration tests are performed on DC distribution site in Gochang Power Testing Center of Korea Electric Power Corporation (KEPCO). To verify the performance, developed DC applications installed on EMS. Scenarios for demonstration test of voltage control are presented. Finally, measured data, application output data and simulation data (by PSCAD/EMTDC) are compared and analyze accuracy of applications.

A Study on the Evaluation of Expanded Metal Characteristics for Application Rockfall Facilities (낙석방지시설 적용을 위한 팽창메탈의 특성 연구)

  • Lee, Jong-In;Jung, Chun-Gyo;Kim, Sung-Ho;Hwang, Yeong-Cheol;Lee, Seung-Ho
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.9
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    • pp.13-20
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    • 2011
  • There are many mountains in Korean Peninsula, and those used for the construction of roads and railways sectors are forming slopes. Slope collapse occurs with falling rocks and landslide because of the relaxation of the thawing rocks. The heavy rain in summer can also significantly contribute to the process, and abnormal climate change is much more influential than before. Therefore, rockfall-related accidents in rainy season are easily accessible in media every year. There has been a lot of research on application of strengthening compensation of the sections in order to minimize casualties and property damage. Rockfall Protection Net, however, has not been focused on much in the field yet. This study highlights the need of Rockfall Protection Net, since it can segregate the falling rocks inside the net relatively safely. Although there has been a little doubt about the effectiveness of rockfall protection facilities, it is obvious that relevant studies dealing with the solidity of the net are necessary for the rockfall protection net to be capable of supporting rockfall energies. As a result, Expanded metal strength is much more durable compared to the PVC coating net, and it is regarded as an excellent alternative material for the Rockfall Protection Net. In this study, the applicability of Expanded Metal as the alternative of Rockfall Protection Net is verified experimentally.

A Numerical Study on Hydraulic Behavior in a Fractured Rock Medium with Hydromechanical Interaction (수리역학적 상호작용을 고려한 균열암반매질에서의 수리학적 거동에 대한 수치적 연구)

  • Jeong, Woochang;Park, Youngjin
    • Journal of the Korean GEO-environmental Society
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    • v.10 no.2
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    • pp.61-68
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    • 2009
  • This paper presents the numerical investigation for the hydraulic behavior of a fractured rock mass with a hydromechanical interaction which may be considered during the in-situ hydraulic injection test. These experiments consist in a series of flow meter injection tests for fractures existing along an open hole section installed in a borehole, and experimental results are applied for testing a numerical model developed to the analysis and prediction of such hydromechanical interactions. Field experimental results show that conductive fractures form a dynamic and interdependent network, that individual fractures cannot be adequately modeled as independent systems, that new fluid intaking zones generate when pore pressure exceeds the minimum principal stress magnitude in that borehole, and that pore pressures much larger than this minimum stress can be further supported by the circulated fractures. In this study, these characteristics are investigated numerically how to influence the morphology of the natural fracture network in a rock mass by using a discrete fracture ntework model.

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Subjective QoS Performance of MPEG-2 under Cell Loss and Cell Error Conditions (셀손실과 셀오류에 따른 MPEG-2의 주관적 QoS 성능)

  • Han, Jong-Seok;Kim, Yung-Kwon
    • Journal of IKEEE
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    • v.3 no.1 s.4
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    • pp.93-100
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    • 1999
  • When providing MPEG-2 video service through the ATM network, the degradation of QoS caused by cell losses and cell errors occuring from ATM netwok was assessed by the end-users subjectively and then the relation between CLR, CER and subjective QoS of MPEG-2 video was analyzed. Cell losses and cell errors occuring from the ATM network were generated according to the normal and exponential distribution by NEM module. Video sources were divided into sports and drama by moving feature and were tested. The results of our experiments show that the excellent quality of subjective QoS grade 5 was achieved for a cell loss rate of $2{\times}10^{-7}$ and for a cell error rate of $2{\times}10^{-7}$ and the good quality of subjective QoS grade 4 was achieved for a cell loss rate of $2{\times}10^{-6}$ and for a cell error rate of $2{\times}10^{-6}$ When providing MPEC-2 video service through the ATM network, the results of our experiments will be used as valuable information to determine the network performance objectives for satisfying the QoS required by the end-users and to design the network.

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Application Assessment of water level prediction using Artificial Neural Network in Geum river basin (인공신경망을 이용한 금강 유역 하천 수위예측 적용성 평가)

  • Yu, Wansikl;Kim, Sunmin;Kim, Yeonsu;Hwang, Euiho;Jung, Kwansue
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.424-424
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    • 2018
  • 인공신경망(Artificial Neural Network; ANN)은 뇌에 존재하는 생물학적 신경세포와 이들의 신호처리 과정을 수학적으로 묘사하여 뇌가 나타내는 지능적 형태의 반응을 구현한 것이다. 인공신경망은 학습(training)을 통해 입력과 출력으로 구성되는 하나의 시스템을 병렬적이고 비선형적으로 구축할 수 있으며, 유연한 모델링 특성으로 인하여 시스템 예측, 패턴인식, 분류 및 공정제어 등의 다양한 분야에서 활용되고 있다. 인공신경망에 대한 최초의 이론은 Muculloch and Pitts(1943)가 제안한 Perceptron에서 시작 되었으며, 기본적인 학습기법인 오차역전파 기법(back-propagation Algorithm) 이 1980년대에 들어 수학적으로 정립된 이후 여러 분야에서 활용되기 시작하였다). 본 연구에서는 하도추적, 구체적으로는 상류단의 복수의 수위관측을 이용하여 하류단의 수위를 예측하기 위하여 인공신경망 모델을 구성하였다. 대상하도는 금강유역의 용담댐과 대청댐 사이의 본류이며, 상류단 입력자료로써 본류에 있는 수통, 호탄 관측소 관측수위와 지류인 송천 관측소 관측수위를 고려하였다. 출력 값으로는 하류단의 옥천 관측소 수위를 3시간 및 6시간의 선행시간으로 예측하도록 인공신경망 모형을 구성하였다. 인공신경망의 학습(testing), 시험(testing), 검증(validation)을 위해 2000년부터 2012년까지 13년간의 시수위자료를 이용하여 학습을 진행하였으며, 2013년부터 2014년의 2년간의 수위자료를 이용한 시험을 통해 최적의 모형을 선정하였다. 또한 선정된 최적의 모형을 이용하여 2015년부터 2016년까지의 수위예측을 수행하였다.

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Evaluation of Support Performance of Fiber-Net Integrated Shotcrete in Tunnel Support System (숏크리트용 섬유 그물망 일체형 터널 지보시스템의 지보 성능 평가)

  • Kim, Jiyoung;Choi, Seongcheol
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.4
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    • pp.545-552
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    • 2020
  • This study evaluated the support performance of fiber-net integrated shotcrete in tunnel support system developed for the purpose of improving constructability and stability while fully performing its mechanical performance as a tunnel support materials by four-point bending test, two-dimensional numerical analysis, and cross-sectional analysis. As a result of evaluating the flexural performance through a four-point bending test, in the case of fiber-net reinforced shotcrete, the tensile performance of fiber-net resulted in a continuous increase in load after crack occurrence, unlike steel fiber reinforced shotcrete. Also, the results of the tunnel cross-sectional structure analysis for ground conditions and the cross-sectional analysis of fiber-net and steel fiber reinforced shotcrete showed that sufficient support performance can be exhibited even if the thickness of fiber-net reinforced shotcrete was reduced compared to the previous one. Additionally, through these results, the support pattern of fiber-net integrated shotcrete in tunnel support system, which can be applied efficiently to the construction sections requiring higher stability among the rock mass class III, was proposed.

Bearing Capacity Characteristic of Dredged and Reclaimed Ground Reinforced by Bamboo Net (대나무 망으로 보강된 준설매립지반의 지지력 특성)

  • Kang, Myoung-Chan;Yang, Kee-Sok;Lee, Song
    • Journal of the Korean Geotechnical Society
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    • v.22 no.8
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    • pp.5-11
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    • 2006
  • A series of large scale plate loading tests are performed to assess bearing capacity characteristic of dredged and reclaimed ground that is reinforced by bamboo net and geotextile as a surface strengthen method. Bearing capacity ratio is distributed from 3.46 to 6.03 for bamboo net and from 2.19 to 3.59 for Geotextile In case of bamboo net, BCR was obtained from 1.6 to 1.7 times than Geotextile. As the comparison of each bearing capacity from test and theory shows, bearing capacity theory for geotextile was not suited for bamboo net. The bearing capacity analysis reinforced by bamboo net shows a good relationship between sand mat thickness (H) / bamboo net space (S), and bearing capacity ratio (BCR).

The IPv6 Router Design on Embedded Linux (임베디드 리눅스를 이용한 IPv6 라우터의 설계에 관한 연구)

  • 류재훈;김정태;류광렬
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2003.10a
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    • pp.243-246
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    • 2003
  • The design of router that converts IP packets from IPv4 network to IPv6 network using embedded Linux toolkit based on processor is presented. As an address transition platform, IPv6 module is transplanted to Linux using processor and the experiment was done with IPv4 and IPv6. In order to build the test network, it is constructed with Tunneling mechanism of IPv4 and IPv6 network. The packet value is obtained about 2$\mu$sec on average a 2 hops on the ICMP ping6.

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Future Internet Testbed using KOREN (KOREN을 이용한 미래인터넷 테스트베드 구축)

  • Jeong, Youn-Seo;Kim, Tae-Won;Cho, Il-Kwon;Jung, Hee-Chang
    • Proceedings of the Korean Information Science Society Conference
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    • 2011.06d
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    • pp.259-260
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    • 2011
  • 기존의 인터넷 환경은 늘어나고 있는 사용자의 요구와 더불어 트래픽폭증, 보안 등의 여러 가지 문제점들이 나타나고 있다. 세계 각국에서는 이를 해결하기 위한 다양한 프로그램을 만들고 관련된 연구개발에 힘쏟고 있다. 우리나라에서도 미래인터넷과 관련된 많은 연구개발이 진행되고 있으며 이를 실험하고 검증하기 위한 미래인터넷테스트베드 구축을 진행하고 있다. 본 논문에서는 현재 연구중인 차세대전달망 전달 장치인 패킷-광 스위치와 제어를 위한 통합제어시스템, 미래인터넷연구를 위한 프로그래머블가상라우터플랫폼을 KOREN망에 설치, 미래인터넷 시험망을 만들고 장비들을 실증하기 위한 구축 진행현황에 대하여 고찰한다.