• Title/Summary/Keyword: 고속모형시험

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Issues and Improvement Methods of the Bridge Tab in Customer Premises Telecommunications Facilities for High-Speed Communication Network (초고속통신망을 위한 구내통신 설로설비의 브릿지 탭의 문제점과 개선 방안)

  • Min, Gyeong-Ju;Hong, Jae-Hwan;Nam, Sang-Sig;Kim, Jeong-Ho
    • The KIPS Transactions:PartC
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    • v.13C no.7 s.110
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    • pp.881-888
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    • 2006
  • The position of the bridged tap is determined by that of the outlet in most modern apartments, since most of the indoor wiring utilizes the bus wiring structure when deploying the indoor communication line. These bridged taps deteriorate transmission performance in the specific frequency at the time of high-speed multimedia communication, which uses a high frequency bandwidth, since the duality of return loss worsens and line attenuation increases rapidly. As a result, analysis on this phenomenon is required. In this study, the test model is created by modeling the intercommunication facility of the apartment that is the most representative residential house type, and by understanding the structure and the environment of the indoor wiring. Also, how the bridge tap affects performance is analyzed when the VDSL service is provided, so that problems of intercommunication lines can be identified and methods for improving the proper intercommunication line can be suggested, which is suitable for accommodating high-speed multimedia service of the future.

An experimental study on the effect of mass injection location and flow rate for tip vortex cavitation of 3D hydrofoil (수중익 날개 끝 보텍스 캐비테이션 제어를 위한 질량분사 위치 및 분사량 영향에 대한 실험적 연구)

  • Eunsue Hwang;So-Won Jeong;Hongseok Jeong;Hanshin Seol
    • The Journal of the Acoustical Society of Korea
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    • v.42 no.3
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    • pp.233-242
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    • 2023
  • In this paper, the effect of mass injection on the control of tip vortex cavitation was studied experimentally. A mass injection system for a 3D hydrofoil was designed to control the location of injection as well as the injection rate. A series of cavitation tests were carried out in a cavitation tunnel for different injection locations and rates. The cavitation behaviour was observed using a high-speed camera and the corresponding noise was measured using a hydrophone installed in the observation window. The results showed that the tip vortex cavitation was suppressed under certain conditions and the noise was reduced in some frequency bands. It was also found that there is a location where the effect of mass injection could be maximized and hence the noise reduction.

Assessment of Impact-echo Method for Cavity Detection in Dorsal Side of Sewer Pipe (하수관거 배면 공동 탐지를 위한 충격반향법의 적용성 평가)

  • Song, Seokmin;Kim, Hansup;Park, Duhee;Kang, Jaemo;Choi, Changho
    • Journal of the Korean Geotechnical Society
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    • v.32 no.8
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    • pp.5-14
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    • 2016
  • The leakage of water under sewer pipelines is one of main sources of sinkholes in urban areas. We performed laboratory model tests to investigate the presence of cavities using impact-echo method, which is a nondestructive test method. To simulate a concrete sewer pipe, a thin concrete plate was built and placed over container filled with sand. The cavity was modeled as an extruded polystyrene foam box. Two sets of tests were performed, one over sand and the other on cavity. A new impact device was developed to apply a consistent high frequency impact load on the concrete plate, thereby increasing the reliability of the test procedure. The frequency and transient characteristics of the measured reflected waveforms were analyzed via fast Fourier transform and short time Fourier spectrum. It was shown that the shapes of Fourier spectra are very similar to one another, and therefore cannot be used to predict the presence of cavity. A new index, termed resonance duration, is defined to record the time of vibration exceeding a prescribed intensity. The results showed that the resonance duration is a more effective parameter for predicting the presence of a cavity. A value of the resonance period was proposed to estimate the presence of cavity. Further studies using various soil types and field tests are warranted to validate the proposed approach.