• Title/Summary/Keyword: 계측시간

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Cooperative Experimental Study on Deck Wettings for the S-175 Container Ship Model (S-175 콘테이너 모형선의 갑판침수현상에 대한 공동 조사연구)

  • Kwang-June Bai;Do-Chun Hong;Seok-Won Hong;Sa-Young Hong;Deuk-Joon Yum;In-Kyu Park
    • Journal of the Society of Naval Architects of Korea
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    • v.29 no.1
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    • pp.71-80
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    • 1992
  • The Seakeeping committee of Korea Towing Tank Conference executed the cooperative experimental study on deck wetting phenomena using S-175 contatiner model ships. Two members, Korea Research Institute of Ships and Ocean Engineering(KRISO) and Hyundai Maritime Research Institute(HMRI) participated in the study. This study was initiated by the ITTC(International Towing Tank Conference) Seakeeping Committee as the cooperative study of the 19th ITTC aiming at the establishement of the model test procedure on the deck wetting phenomena. Special emphasis was made on the determination of reliable record length for experimental measurement on rarely occurring events(such as deck wetness, slamming etc). Comparisons were made on both the test results and the test procedrues in this research. The measured frequencies of deck wetting show remarkable deviations between the runs. This fart implies that sufficiently long record length is required in the deck wetness measurement compared to the conventional ship motion tests. Careful considerations were made on the physical interpretation of the deck wetting phenomena, the correlation between the measured relative motion at stemhead and the measured deck wetness, and the estimation of deck wetting frequencies by Poisson process.

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Numerical Study on the Pulse Heating Type Infinitesimal Liquid Mass Flow Meter (단속가열식 액체용 극소질량유량 계측기에 관한 수치해석적 연구)

  • Kim, Taig Young
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.39 no.2
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    • pp.119-124
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    • 2015
  • Numerical study on the new design of the liquid mass flow meter in infinitesimal flow rate for semiconductor production is performed. The heater and thermistor are wired on the circular tube about 0.3mm inner diameter with designed gap between them. After the time interval from the single pulse heating the thermistor reaches its peak temperature and this time interval is almost inversely proportional to the liquid mass flow rate. The axial conduction in tube wall and convection through the flow is combined. As a result, the peak temperature moving velocity is much smaller than flow mean velocity and there is no linear relationship between them. In this study, the effects of design parameters such as the tube inner/outer diameter, wired heater width, and the gap between heater and thermistor are investigated and the trends of optimization in these parameters are discussed.

Uncertainty and Updating of Long-Term Prediction of Prestress in Prestressed Concrete Bridges (프리스트레스트 콘크리트 교량의 프리스트레스 장기 예측의 불확실성 및 업데이팅)

  • 양인환
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.17 no.3
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    • pp.251-259
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    • 2004
  • The prediction accuracy of prestress plays an important role in the quality of maintenance and the decision on rehabilitation of infrastructure such as prestressed concrete bridges. In this paper, the Bayesian statistical method that uses in-situ measurement data for reducing the uncertainties or updating long-term prediction of prestress is presented. For Bayesian analysis, prior probability distribution is developed to represent the uncertainties of creep and shrinkage of concrete and likelihood function is derived and used with data acquired in site. Posterior probability distribution is then obtained by combining prior distribution and likelihood function. The numerical results of this study indicate that more accurate long-term prediction of prestress forces due to creep and shrink age is possible.

Characterization of Signal Measuring System Using ion Selective Microelectrode and Electrometer (이온 선택성 미소전극과 전위계를 이용한 신호 계측 시스템의 특성 평가)

  • Jun, Hyo-Yong;Seon, Kyeong-Suk;Park, Jeung-Jin;Byun, Im-Gyu;Park, Tae-Joo
    • Journal of Korean Society of Environmental Engineers
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    • v.28 no.11
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    • pp.1148-1153
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    • 2006
  • Signal measuring system to analyze ion concentrations in biofilm was constructed with ion selective microeleclrode and electrometer. In order to evaluate the performance and applicability of signal measuring system, the following characteristics, such as slope of calibration curve, detection limit, variation of response according to the time, and potentiometric selectivity coefficient, were investigated. The slope of calibration curve showed high degree of association for primary ion concentration. The response of the system was log-linear in standard solution down to $10{\mu}M$ and signal measuring system was not sensitive for interfering ions. In comparison with commercial electrometer, the fabricated electrometer system had similar tendencies for the slope of calibration curve, detection limit, and response time. Therefore the signal measuring system could be used to investigate ion profiles in biofilm as a cost effective and reliable measuring system.

Countermeasure against the Increse of Axial Force in Strut due to Thermal Load-A Case Study (온도하중에 의한 버팀보 축력증가 대책사례)

  • Kwon, Oh-Sung;Lee, Jong-Sung
    • 기술발표회
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    • s.2006
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    • pp.193-198
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    • 2006
  • 서울지하철 0호선 000 공구 000 정거장 구간은 버팀보 7단, 어스앵커 2단, 그리고 록볼트 3단의 개착식 가시설로 설계되어 있다. 버팀보 및 앵커 축력 계측을 위해 변형률계 및 하중계를 설치하고 연속계측 중, 4~6단 버팀보 수 개소에서 5월부터 하중이 급격히 증가하엿다. 따라서 굴착작업을 즉시 중단하고 관리기준치를 초과하는 하중이 계측된 STA.9k+750~800 구간의 5, 6단 버팀보 위치에 격간으로 총 20본(10본${\times}$2단), 그리고 STA.9k+900~920 구간의 7단 버팀보 위치에 격간으로 총 9본(9본${\times}$1단)의 버팀보를 추가적으로 설치 완료하였다. 이 때, 추가 버팀보는 선행하중잭을 이용하여 10ton의 선행하중을 재하하였으며, 향후 추가 보강 필요시 재하하중 증가가 가능하도록 조치하였다. 또한, 추가 설치된 버팀보, 그리고 이상하중이 발생된 버팀보에 계측기를 추가 설치하여 지속적으로 계측중이며, 띠장의 변위발생 구간은 스티프너 및 앵글 등을 응급조치하였다. 본 사례 연구에서는 보강 전.후의 계측결과 및 수치해석적 분석을 이용하여 가시설 굴착시 버팀보의 하중증가 원인 및 보강 효과를 규명하고, 향후 추가 굴착시의 안정성 여부를 검토해 보고자 하였다. 계측값 분석 결과, 추가버팀보 보강 후의 기존버팀보 축력 계측 결과 보강 직후 기존버팀보의 축력이 어느정도 감소하였으며, 이후 시간이 지남에 따라 축력이 더 이상 증가하지 않고 일정한 값에 수렴하는 경향을 보였다. 또한 수치해석 결과 온도 증가가 버팀보 축력증가에 미치는 영향은 버팀보 위치의 지반강성이 클수록 크며, 축력증가는 온도증가에 대체적으로 비례하였고, 추가버팀보의 보강 효과는 선행하중의 크기에 비례하는 것으로 나타났으며, 잔여굴착은 전반적으로 기존 버팀보의 축력 증가에 영향을 미치는 것으로 나타났다. 따라서 추가굴착시 지속적인 계측을 수행하며, 급격한 축력증가가 관찰될 경우 현재 보강된 버팀보의 선행하중 추가 재하, 굴착에 가장 큰 영향을 받는 최하단 버팀보의 추가보강 등의 대책방안을 제시하였다.

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Development and Application of Real-Time Automatic Discharge Measurement System in Small Stream (실시간 소하천 자동유량계측 시스템 개발 및 적용)

  • Kim, Seojun;Yoon, Byungman;Cheong, Taesung;Im, Yunseong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.82-82
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    • 2019
  • 최근 사물인터넷 등의 IT기술의 발전과 함께 수리 계측 분야에서도 자동 유속 및 유량 측정장비들에 대한 연구와 적용이 활발하게 진행되고 있다. 하지만 최근 개발된 자동 유속 측정 장비들은 설치가 어려울 뿐만 아니라 비용이 많이 들기 때문에 쉽게 적용하기가 어려워 극히 소수의 지점에서만 운영 중에 있으며 전국 2만2,823개소에 달하는 소하천에 적용하기에는 무리가 있다. 이와 같은 문제점들을 해결하기 위해 보다 간편하고 경제적인 유속 측정 방법으로 주목을 받고 있는 방법이 표면영상유속계이다. 표면영상유속계는 일반 동영상 촬영 장비와 분석 소프트웨어만 있으면 유속을 측정할 수 있기 때문에 매우 경제적이고, 비접촉식으로 유속을 측정하기 때문에 흐름에 방해를 주지 않을뿐만 아니라 홍수 시 유속 측정의 위험성을 최소화 할 수 있다는 장점이 있어, 유량과 수위가 급격하게 변하는 국내 소하천의 유량측정에 적절하게 대응할 수 있다는 장점이 있다. 이에 본 연구에서는 기존의 표면영상유속계를 실시간 자동유량계측이 가능하도록 시스템화 하여 개선하였다. CCTV 기반의 실시간 소하천 자동유량계측 시스템의 구성은 CCTV, 초음파수위계, 현장제어함체 및 조명으로 구성되어 있고, 현장제어함체에는 CCTV 영상분석 S/W가 설치되어 있으며, 실시간으로 산정한 유속자료와 초음파수위계로 측정한 수위자료를 이용하여 유량을 자동으로 산정하도록 개발하였다. 또한 울주군에 위치한 중선필천에 설치하여 적용성 여부 및 현장검증을 실시하였으며, 2018년 홍수사상에 대한 유량계측을 실시한 결과 표면영상만으로 소하천의 유속을 매우 짧은 시간에 계측할 수 있어 소하천의 급격한 유량 변화를 매우 안정적으로 계측하여 온전한 홍수 사상을 확보 할 수 있었다. 또한, 현장 계측 인력 없이도 CCTV 영상으로 현장상황을 파악할 수 있어 홍수대응 지원도 가능한 장점이 있음을 확인하였다.

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A Study on the Effectiveness of the Manufacture of Compensator and Setup Position for Total Body Irradiation Using Computed Tomography-simulator's Images (전산화 단층 모의치료기(Computed Tomography Simulator)의 영상을 이용한 TBI(Total Body Irradiation) 자세 잡이 및 보상체 제작의 유용성에 관한 고찰)

  • Lee Woo-Suk;Park Seong-Ho;Yun In-Ha;Back Geum-Mun;Kim Jeong-Man;Kim Dae-Sup
    • The Journal of Korean Society for Radiation Therapy
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    • v.17 no.2
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    • pp.147-153
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    • 2005
  • Purpose : We should use a computed tomography-simulator for the body measure and compensator manufacture process was practiced with TBI's positioning in process and to estimate the availability.,Materials and Methods : Patient took position that lied down. and got picture through computed tomography-simulator. This picture transmitted to Somavision and measured about body measure point on the picture. Measurement was done with skin, and used the image to use measure the image about lungs. We decided thickness of compensator through value that was measured by the image. Also, We decided and confirmed position of compensator through image. Finally, We measured dosage with TLD in the treatment department.,Results : About thickness at body measure point. we could find difference of $1{\sim}2$ cm relationship general measure and image measure. General measure and image measure of body length was seen difference of $3{\sim}4$ cm. Also, we could paint first drawing of compensator through the image. The value of dose measurement used TLD on head, neck, axilla, chest(lungs inclusion), knee region were measured by $92{\sim}98%$ and abdomen, pelvis, inquinal region, feet region were measured by $102{\sim}109%$.,Conclusion : It was useful for TBI's positioning to use an image of computed tomography-simulator in the process. There was not that is difference of body thickness measure point, but measure about length was achieved definitely. Like this, manufacture of various compensator that consider body density if use image is available. Positioning of compensator could be done exactly. and produce easily without shape of compensator is courted Positioning in the treatment department could shortened overall $15\{sim}20$ minute time. and reduce compensator manufacture time about 15 minutes.

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Evaluation of Applicability of Impulse function-based Algorithm for Modification of Ground Motion to Match Target Response Spectrum (Impulse 함수 기반 목표응답스펙트럼 맞춤형 지진파 보정 알고리즘의 적용성 평가)

  • Kim, Hyun-Kwan;Park, Duhee
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.4
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    • pp.53-63
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    • 2011
  • Selection or generation of appropriate input ground motion is very important in performing a dynamic analysis. In Korea, it is a common practice to use recorded strong ground motions or artificial motions. The recorded motions show non-stationary characteristics, which is a distinct property of all earthquake motions, but have the problem of not matching the design response spectrum. The artificial motions match the design spectrum, but show stationary characteristics. This study generated ground motions that preserve the non-stationary characteristics of a real earthquake motion, but also matches the design spectrum. In the process, an impulse function-based algorithm that adjusts a given time series in time domain such that it matches the target response spectrum is used. Application of the algorithm showed that it can successfully adjust any recorded motions to match the target spectrum and also preserve the non-stationary characteristics. The modified motions are used to perform a series of nonlinear site response analyses. It is shown that the results using the adjusted motions result in more reliable estimates of ground vibration. It is thus recommended that the newly adjusted motions be used in practice instead of original recorded motions.

Correction of TDC Position for Engine Output Measuring in Marine Diesel Engines (선박용 디젤엔진의 출력산정을 위한 TDC 위치보정에 관한 연구)

  • Jung, Kyun-Sik;Choi, Jun-Young;Jeong, Eun-Seok;Choi, Jae-Sung
    • Journal of Advanced Marine Engineering and Technology
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    • v.36 no.4
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    • pp.459-466
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    • 2012
  • The accurate engine output is basically one of important factors for the analysis of engine performance. Nowadays in-cylinder pressure analysis in internal combustion engine is also an indispensable tool for engine research and development, environment regulation and maintenance of engine. Here, it is essential more than anything else to find the correct TDC(Top Dead Center) position for the accuracy of engine output for diesel engine. Therefore this study is to analyze affecting factors to TDC position in 2-stroke large low speed engine and to suggest new method for determining correct TDC position. In the previous paper, it was mentioned that the accuracy of engine output is influenced by the determination of exact TDC position, and that 'Angle based sampling' method is better than 'Time based sampling' method in terms of precision. It was confirmed that there is 'Loss of angle', which is a difference between compression pressure peak and real TDC caused by heat loss and blow by of gas leakage. Consequently we invented new method, called "An improved method of time based sampling", which can obtain the correct engine output. The results by this method with compensating loss of angle was shown the same result by the 'Angle based sampling' method in encoder setting cylinder. This study is to suggest the new measuring method of exact engine output, and to examnine the reliance on the outcome.

Development of Remote Measurement Method for Reinforcement Information in Construction Field Using 360 Degrees Camera (360도 카메라 기반 건설현장 철근 배근 정보 원격 계측 기법 개발)

  • Lee, Myung-Hun;Woo, Ukyong;Choi, Hajin;Kang, Su-min;Choi, Kyoung-Kyu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.6
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    • pp.157-166
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    • 2022
  • Structural supervision on the construction site has been performed based on visual inspection, which is highly labor-intensive and subjective. In this study, the remote technique was developed to improve the efficiency of the measurements on rebar spacing using a 360° camera and reconstructed 3D models. The proposed method was verified by measuring the spacings in reinforced concrete structure, where the twelve locations in the construction site (265 m2) were scanned within 20 seconds per location and a total of 15 minutes was taken. SLAM, consisting of SIFT, RANSAC, and General framework graph optimization algorithms, produces RGB-based 3D and 3D point cloud models, respectively. The minimum resolution of the 3D point cloud was 0.1mm while that of the RGB-based 3D model was 10 mm. Based on the results from both 3D models, the measurement error was from 10.8% to 0.3% in the 3D point cloud and from 28.4% to 3.1% in the RGB-based 3D model. The results demonstrate that the proposed method has great potential for remote structural supervision with respect to its accuracy and objectivity.