• Journal of Space Technology and Applications
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• v.3 no.1
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• pp.44-57
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• 2023

In order for a latecomer in deep-space exploration such as Korea to quickly keep pace with advanced deep-space exploration countries in the mutually-beneficial space exploration market, it is essential to derive a deep-space probe reference model that can reduce development period and cost. In this paper, concept and configuration for the deep-space probe reference model consisting of basic, lightweight, and expansion types are newly presented, which are based on commonly required designs for various deep-space probes. The proposed configuration adopts modular design so that the expandability and design/implementation efficiency are improved. In addition, the electrical system design pursuing lightweight and expandability is also described, which is applicable to the proposed three-types of deep-space probe reference model.

• Journal of Chest Surgery
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• v.32 no.3
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• pp.270-275
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• 1999

Background: In the patients with thoracic injury, we suspect simultaneous cardiac contusion or concussion. We analyzed the patients with possible cardiac injury by electrocardiography, serum creatine kinase (CK), creatine kinase isoenzyme fraction (CK-MB) screening, followed by two dimentional echocardiogram (2-DE) to access the severity of injury. Material and Method: From January 1997 to April 1998, 15-month retrospective study of suspicious myocardial injury was undertaken in including 24 patients admitted for suspected cardiac injury. All patients with history or signs of blunt chest injury were checked serially and the serial CK, CK-MB fraction, electrocardiography (EKG) analysis screening were followed by 2-DE. Result: The age range was between 20-40 years and were predominant male patients in(M:F=3:1). Most common causes of injury were traffic accidents, 15 patients(62.5%). Associated injuries involved multiple rib fractures, sternal fracture and such. EKG findings on the cardiac concussion were within normal limits, EKG findings on the cardiac contusion were nonspecific ST and T wave abnormality. In cardiac contusion patients, CK-MB fraction did not increase significantly on admission but on 2nd, 3rd, 4th hospital days, it increased significantly (p=0.0080, 0.0130, 0.0130). The average admission days were 9.22 in concussion and 26.18 in contusion patients(p=0.0075). Most common complication was the adult respiratory distress syndrome(7 cases), 5 out of the patients with ARDS were mechanically ventilated. There were no deaths. Conclusion: We believe the serial checks of CK-MB, EKG and subsquent two-dementional echocardiographic sector scanning are presently the most sensitive indicators available for structural and functional cardiac injury.

• Journal of Korean Tunnelling and Underground Space Association
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• v.10 no.1
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• pp.49-57
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• 2008

One of the most important design concerns for undersea tunnels is to establish design water load and flow rate. These are greatly dependent on the hydraulic factors such as water head, cover depth, hydraulic boundary conditions. In this paper, the influence of the hydraulic design factors on the ground loading and the inflow rate was investigated using the coupled finite element method. A horse shoe-shaped tunnel constructed 30 m below sea bottom was adopted to evaluate the water head effect considering various water depth for varying hydraulic conditions and relative permeability between lining and ground. The effect of cover depth was analysed for varying cover depth with the water depth of 60 m. The results were considered in terms of pore water pressure, ground loading and flow rate. Ground loading increases with an increase in water head and cover depth without depending on hydraulic boundary conditions. This points out that in leaking tunnels an increase in water depth increases seepage force which consequently increases ground loading. Furthermore, it is identified that an increase in water head and cover depth increases the rate of inflow and a decrease in the permeability ratio reduces the rate of inflow considerably.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2019.11a
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• pp.124-127
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• 2019

본 논문에서는 단일 이미지의 관심 영역에 기반한 저심도 후처리 방법을 제안한다. 저심도 이미지란 사진에서 초점이 선명하게 포착되는 깊이의 범위가 좁은 이미지를 말한다. 기존의 광학적 특성을 이용한 저심도 이미지를 만드는 과정은 물리적인 구조 설계비용 문제가 존재한다. 또한, 이미지의 후처리 보정을 통한 방법은 이미지상의 사물 깊이 정보를 알기 어렵기 때문에 이미지의 심도를 후처리하기 어려웠다. 이에 따라 본 논문에서는 슈퍼 픽셀 군집화 방법을 통해 관심 영역을 찾고, 이에 기반하여 관심 영역이 부각될 수 있는 저심도 후처리 방법을 제안한다. 제안하는 후처리 방법은 슈퍼픽셀 군집화 방법을 통해 관심영역을 설정하여 배경 영역을 분리하고 블러 과정을 수행한다. 관심 영역을 제외한 부분을 확장 한 뒤 배경 블러를 거치기 때문에 후광효과가 현저히 줄어든 저심도 효과가 적용된 이미지를 얻을 수 있었고 MSRA-1000 데이터 셋 이미지에서 우수한 주관적 화질 결과를 보였다.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2004.09a
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• pp.354-357
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• 2004

방사성폐기물 처분 연구의 일환으로 대전 유성북부 화강암 지역내 200～500m 심도를 갖는 9개의 심부 시추공이 착정되었으며, 이중 3개 시추공에 대하여 다중패커시스템이 설치되어 장기적으로 심도별지하수의 수리특성, 화학특성 및 동위원소 특성이 모니터링 되고 있다. 다중패커시스템이 설치되기 전의시추공 지하수의 수리 및 지화학 특성은 심도에 따라 별다른 특성이 보이지 않지만, 다중패커시스템 설치 후, 심도에 따라 특징적인 수리 및 지화학특성을 보여주고 있다. 또한, 다중패커시스템이 설치된 시추공의 경우, 최상부 구간을 제외하고 모든 구간 지하수의 수리화학특성은 일정기간이 경과한 후에는 각 구간별로 거의 일정한 값으로 유지되고 있음을 보여준다. 그러나, 지하수의 함양특성이 크게 변하는 우기 동안에는 지하수 수두압이 심도 약350m의 구간까지 변화되는 특성을 보여주고 있다. 동위원소특성 역시 심도구간에 따라 특징적인 값을 보여주며, 장기적으로 일정한 구간별 특정 값을 보여주고 있다.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.697-697
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• 2012

하나의 측선에 대해 3점법으로 세 지점의 유속을 동시에 측정할 수 있는 장치를 고안하였으며, '다수심 유속계'라 명명하였다. 본 장치는 5단의 관절부를 이용하여 등수심을 유지하며, 표면에서 수심을 측정하는 동시에 피그미 유속계를 이용하여 3지점의 유속 (V0.2, V0.6, V0.8)을 취득할 수 있다. 다수심 유속계의 현장 적용 실험을 실시하였다. 프로펠러 유속계와 다수심 유속계를 이용하여 유량을 측정한 결과, 거의 유사한 유량을 확인할 수 있었다. 하지만 측정시간의 경우 프로펠러 유속계는 약 1시간, 다수심 유속계는 약 30분으로 약 2배에 가까운 차이를 확인할 수 있었다. 한편 현재 개발 단계에 있는 다수심 유속계는 25cm 이상의 수심에서 3점자료 취득이 가능함으로써 하천 형상에 따른 유체 흐름 파악에 적합하며, 관측 자료의 신뢰도 향상에 기여할 수 있다고 판단된다.

• 전기의세계
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• v.41 no.1
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• pp.16-18
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• 1992

본 심포지움의 목적과 그동안의 준비사항에 대하여 간단히 소개하고자 한다. 본 학회에서는 올해가지의 심포지움 개최경험을 바탕으로하여 앞으로는 본 심포지움을 3년주기로 개최하는 명실상부한 정규 국제학술회의로 발전시키고자 하는바, 전력전자공학 관계자 및 관심이 있으신 많은 분들의 도움과 협조가 있기를 바란다.

• Geophysics and Geophysical Exploration
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• v.22 no.4
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• pp.225-238
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• 2019

Migration velocity analysis (MVA) for creating optimum depth-domain velocities in seismic imaging was applied to marine long-offset multi-channel data, and the effectiveness of the MVA approach was demonstrated by the combinations of conventional data processing procedures. The time-domain images generated by conventional time-processing scheme has been considered to be sufficient so far for the seismic stratigraphic interpretation. However, when the purpose of the seismic imaging moves to the hydrocarbon exploration, especially in the geologic modeling of the oil and gas play or lead area, drilling prognosis, in-place hydrocarbon volume estimation, the seismic images should be converted into depth domain or depth processing should be applied in the processing phase. CMP-based velocity analysis, which is mainly based on several approximations in the data domain, inherently contains errors and thus has high uncertainties. On the other hand, the MVA provides efficient and somewhat real-scale (in depth) images even if there are no logging data available. In this study, marine long-offset multi-channel seismic data were optimally processed in time domain to establish the most qualified dataset for the usage of the iterative MVA. Then, the depth-domain velocity profile was updated several times and the final velocity-in-depth was used for generating depth images (CRP gather and stack) and compared with the images obtained from the velocity-in-time. From the results, we were able to confirm the depth-domain results are more reasonable than the time-domain results. The spurious local minima, which can be occurred during the implementation of full waveform inversion, can be reduced when the result of MVA is used as an initial velocity model.

• Journal of Korean Society of Disaster and Security
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• v.12 no.1
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• pp.1-9
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• 2019

The basic analysis of Soil and structural mechanics for the bridge substructure affected by the flow of water is sufficient in the construction of such bridges, but the stability of scour resulting from hydraulic phenomena is insufficient. In addition, it is not enough to estimate the scour depth of the bridge which reflects the watershed characteristics of the domestic river because it uses the formula for calculating the scour depth of the overseas piers in calculating the scour depth of the bridge. In this study, the application of the CSU (1993) formula, which is currently applied to the national river design criteria, was reviewed between the two formulas after calculating the scour after calculating the scour by applying another bridge deck scour calculation formula to take into account the uncertainty in the calculation of scour. In this study, in addition to the CSU (1993) formula, which is currently applied to Korean river design criteria, another scour depth calculation formula is applied to calculate uncertainty in scour depth calculation, was reviewed between the two formulas. The review confirmed that the SSE (%) showed a difference of at least 2.08%, up to 91.23%, and SSEn(%) at least 0.19%, up to 415.91%, when compared to the measured depth of the pier based on the hydraulic model experiment and the depth of the pier calculated with the nine scour depth formulas in use. In other words, it is confirmed that there are many differences between the scouring formulas of piers. The results of this study are expected to be used to estimate scour depth in future river design.

• The Journal of the Acoustical Society of Korea
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• v.39 no.2
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• pp.69-76
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• 2020

This paper deals with a method of transmitting depth information of a high-speed underwater vehicle. The depth information signal transmitted from the high-speed mobile object is received with high frequency variability. In the proposed method, we apply not only frequency synchronization but also additional synchronization on the time axis like the existing method. In the case of a Doppler frequency bank with less resolution than the conventional method through simulations performed in the environment moving up to 50 kn, and the depth information is recovered using the proposed method, the error rate of 6 % ~ 9 % is reduced to 0.2 % ~ 1 %.