• Journal of Korean Tunnelling and Underground Space Association
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• v.18 no.1
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• pp.53-60
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• 2016

This study analyzed a monitoring data, based on the initial limit values of monitoring in subway, of earth pressure and pore water pressure. The data is obtained from 8 sections of the Seoul metropolitan subway line No 6, 7 and 9 in about 5 years. Also, a research is performed to set up the limit values of management monitoring, which will be applied to management monitoring in tunnel, through comparing the limit values of overseas management monitoring data and that of domestic management monitoring data. And the result obtained from comparison show that the safety phase is 60% of allowable pressure, the attention phase is 80% of allowable pressure and the precision analysis phase is 100% of allowable pressure. Also, we presented a method of management monitoring by the absolute value which can be easily applied easily in practical affairs.

• Journal of the Society of Naval Architects of Korea
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• v.36 no.1
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• pp.47-52
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• 1999

The influence of propeller revolution on measurement of fluctuating pressure is almost minimized in the KRISO cavitation tunnel and the measurement accuracy of fluctuating pressure acting on a flat plate due to a cavitating propeller is improved. The measurement data for Sydney Excess propeller is compared with the measurement results of other research institutes loading to the conclusion that KRISO data is so stable and reasonable. The fluctuating pressure data measured on a model ship and the prototype ship is compared with the data measured on the flat plate. The solid boundary factor, derived from a calculation based on a lifting surface theory, is applied to predict full scale pressure level from the experimental data on the flat plate, showing quite reasonable agreement with full scale data.

• Proceedings of the KIEE Conference
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• 2005.07d
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• pp.2708-2710
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• 2005

본 연구는 매년마다 반복되는 하천의 수해예방 및 차후 대책수립을 위해 재해관리자가 원거리에서 다수의 하천 수위를 실시간 파악하도록 압력센서를 이용한 수위 계측기와 계측결과를 CDMA망을 통해 전송하는 데이터로거 시스템 개발에 관한 것이다. 본 연구에서 개발한 압력센서를 이용한 무선원격 수위계측기는 전원환경이 열악한 오지에 장착하여 수년간의 동작을 보장할 수 있는 계측시스템으로서, 태양광을 이용한 자가발전에 의한 전원 충전과, 차세대 무선 통신시스템을 장착하여 독립적으로 실시간 자료를 수집할 수 있는 특징들을 가진다.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05a
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• pp.550-555
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• 1996

기존 발전소의 재장전수탱크는 격납용기 외부에 설치되어 있으며, 압력/차압 계측기를 이용하여 재장전 수탱크 수위를 측정하고 있다. 한편, 개량형 경수로기 경우에는 재장전수탱크를 격납용기 하부에 설치하도록 되어 있으므로 격납용기 벽이나 수집체적조 및 원자로 공동과 인접하게 되어 수위감시를 위한 압력/차압 계측기를 격납용기내에 설치하는 것은 매우 어려울 것으로 판단된다. 따라서, 본 논문에서는 격납용기내 재장전수탱크, 수집체적조 및 원자로 공동 수위계측기에 적용되는 미국 원자력규제위원회 및 전력연구소의 설계기준, 환경 및 기기생존 요건들을 검토한 후, 이에 따라 이 계측기들이 유지해야 할 설계 기능요건을 평가하고, 수위계측기의 형태 선정에 필요한 설계고려사항들을 파악하여 개량형 원자로의 해당 수위계측기의 선정 및 설계와 관련된 개념들을 설명하였다. 검토결과, 격납용기내 재장전수탱크 수위지시를 위해서는 압력/차압 계측기를 격납용기 외부에 설치하고, 수집체적조 및 원자로 공동의 수위감시를 위해서는 부유형 감지기를 사용하는 것이 발전소 운전 및 보수측면에서 장점이 있는 것으로 판단되어 이를 개량형 경수로 설계에 적용할 것을 제안하고자 한다.

• Journal of the Society of Naval Architects of Korea
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• v.30 no.4
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• pp.46-60
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• 1993

Accurate measurements of fluctuating pressure in the cavitation tunnel are necessary to predict vibration and noise intensities in full scale ship. In this paper, the results of an experimental study on fluctuating pressure induced by a cavitating propeller are presented and discussed. Extensive measurements at several propeller revolutions are made using the flat plate to understand controversial problems of the effects of propeller revolution in the cavitation tunnel. The analysis of the uncertainties in experimental measurements and results is used to estimate the errors in uniform flow.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2008.05a
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• pp.53-56
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• 2008

When someone measuring for pressure of a Solid Rocket Motor(SRM) at Static Firing Test, generally, used with pressure tube to be filled in Oil. But, if you used pressure tube with oil, you were worried about possibility of spilled oil when you measured pressure in SRM at high altitude environment. Because it usually connected at ignitor. In this paper, We described how to make a pressure tube without oil and matters to be attended to design it.

• Journal of Korea Water Resources Association
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• v.42 no.7
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• pp.537-546
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• 2009

Determination of optimal pressure monitoring location is essential to manage water distribution system efficiently and safely. In this study, entropy theory is applied to overcome defects of previous researches about determining the optimal sensor location. The previous studies required the calibration using historical data, therefore, it was difficult to apply the proposed method in the place where the enough data were not available. Also, most researches have focused on the locations to minimize cost and maximize accuracy of the model, which is not appropriate for the purpose of maintenance of the water distribution system. The proposed method in this study quantify the entropy which is defined as the amount of information calculated from the pressure change due to the variation of discharge. When abnormal condition is occurred in a node, the effect on the entire network is presented by the entropy, and the emitter is used to reproduce actual pressure change pattern in EPANET. The optimal location to install pressure sensors in water distribution system is the nodes having the maximum information from other nodes. The looped and branched networks are evaluated using the proposed model. As a result, entropy theory provides general guideline to select the locations to install pressure sensors and the results can be used to help decision makers.

• Journal of the Society of Naval Architects of Korea
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• v.31 no.3
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• pp.100-111
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• 1994

This study was carried out for understanding the characteristics of the spray around high speed vessels. Prismatic planing hull made of an acrylate board was used to the tests. The distribution of local spray velocity were estimated from the analysis of the spray visualization. A new test system for measuring the spray thickness is proposed, and was used to estimate the local spray thickness in the model. The pressure distributions on the bottom of the hull are measured and integrated to estimate the pressure drag of the model in the towing tests. Finally. the spray drag/lift component is separated from the total drag/lift on the prismatic hull. These test results show that the spray drag component on high speed vessels is relatively large and important in total drag.

• Solar Energy
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• v.17 no.3
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• pp.59-66
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• 1997

The present study adopted the PTV method for the velocity acquisition. The system consists of an image grabber built-in a personal computer and a laser-based sheet light projector and particle identification softwares. Velocity vectors are obtained, by PTV and they are used as velocity components for Poisson equation for pressure. Related boundary conditions and no-slip condition at solid wall and the linear velocity extrapolation on the upper side of cavity are well examined for the present study. For calculation of pressure, resolution of grid is basically $40{\times}40$ and 2-dimensional uniform mesh using MAC staggered grid is adopted. The result of experiment reveal that, newly suggested measuring method is capable of estimating pressure and velocity distribution of flow field reasonably.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.11
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• pp.662-671
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• 2020

The uplift force acts directly on the foundation and causes a building to float to the upper ground. To examine the stability of a structure according to the uplift force, four sites (Paju, Anyang, Osan, and Gangneung) were selected, and sensors were installed on the foundations for the field tests. The rainfall characteristics were analyzed around June~September, and the changes in the water level of the adjacent river were considered. The maximum uplift force except for Gangneung did not exceed 72% of the water pressure when the groundwater level was up to the surface. On the other hand, the maximum uplift force in Osan was approximately 67%, but the reliability was slightly inferior because the difference from the average (46%) was large. The minimum uplift force was within 10% except for Anyang (~ 41%). At the Gangneung site on soft rock where the permanent drainage facility was installed before the measurement, the maximum and minimum uplift force was approximately 14% and 3.5%, respectively. Based on the measurement results, the possibility of overdesigning or underdesigning comes from the design by the hydrostatic pressure when the groundwater level is up to the surface.