• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.171-171
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• 2015

자연 하천의 홍수 유량 측정은 매우 어렵고 많은 비용과 시간, 노력을 요하는 작업이다. 보다 안전하고 경제적인 유량 측정의 대안으로 제시된 것이 하천 표면의 영상 분석을 이용하는 표면영상유속계이다. 이처럼 영상유속계로 하천 유속을 측정할 때, 적절한 품질의 영상을 취득하는 것은 기본이며 매우 중요한 단계이다. 특히 홍수 첨두는 야간에 발생하는 경우가 많으므로, 야간에 영상 분석에 적절한 품질의 하천 표면영상을 취득하는 것은 매우 어려운 일이다. 야간 영상을 측정하기 위해 별도의 조명을 이용하거나 발광체를 이용하는 방법이 대안으로 제시되었으나 여전히 실용적인 차원의 적용에는 이르지 못하고 있다. 본 연구에서는 표면영상유속계의 영상 취득 장치로 원적외선 카메라를 이용할 수 있는가 시험하였다. 원적외선 카메라는 별다른 조명의 도움없이 야간의 하천 표면영상을 취득할 수 있다. 안동하천실험센터의 인공수로에서 주야간 촬영을 하고 영상 분석을 통해 원적외선 카메라의 적용성을 검토하였다. 비교를 위하여 일반적인 캠코더와 근적외선 카메라를 동시에 적용하였다. 세 종류의 카메라로 촬영된 영상은 시공간 영상의 상호상관 분석법을 통해 유속으로 환산하고, 미속계로 측정한 표면 유속과 비교하였다. 비교 결과 원적외선 카메라 영상은 주야간에 상관없이 적절한 유속을 분석해 낼 수 있음을 보였다. 다만, 공간 해상도가 높지 않아 영상 분석의 정확도는 최적의 조건에서 다른 카메라로 촬영된 영상에 비해 떨어진다.

• Broadcasting and Media Magazine
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• v.26 no.4
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• pp.40-47
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• 2021

디지털 트윈, 메타버스 등의 시대적 흐름에 대응하기 위해, 1)실사와 같은 실감성을 갖추고, 2)데이터 취득이 용이하며, 3)가벼운 데이터 저장 및 활용이 가능한 실내 공간 모델링의 필요성이 증대되고 있다. 본 기고에서는 상기 세 가지 조건을 만족하는 TeeVR이라는 기술에 대해 소개하고, 기술의 혁신을 가능하게 한 "구조 기반 접근법"에 대해 소개한다. 마지막으로 아파트에서 전시홀에 이르는 scalable한 적용 예시와 웹(web)이나 스마트 폰과 같은 제한된 환경에서도 사용자 만족도가 높은 다양한 응용 예시를 설명한다.

• Geophysics and Geophysical Exploration
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• v.2 no.1
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• pp.8-16
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• 1999

In terms of high resolution, seismic reflection survey is by far the most significant geophysical method applied to define subsurface structure. In shallow seismic reflection survey, it is, however, difficult to obtain high resolution image due to both the wave attenuation in the unconsolidated layer and the existence of source-generated surface waves Therefore, when collecting data, it is imperative to select proper equipments and choose optimum field data acquisition parameters for acquiring high S/N data. In this survey, a small size hammer was used as a low energy source and 40-Hz vertical geophones were used as receivers. Trigger signal was obtained from the hammer starter attached in the aluminum plate and thus it was possible to control the source onset time for the vertical stack. During the field work, a modified standard CMP technique was introduced to achieve the many-fold CMP data effectively. Data processing was conducted by the 'Seismic Unix' which is mounted on PC with a Linux operating system. The main distinctions were the emphasis and detail placed on near-surface velocity analysis and the extra care exercised in muting.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.37 no.6
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• pp.465-472
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• 2019

The SPR (Single Photo Resection) is widely used as a method of estimating the EOPs (Exterior Orientation parameters) at the time of taking a photograph, but it requires an initial value and has a disadvantage of being sensitive to the initial value. In this study, we introduce quaternion-based single photo resection and PnP (Perspective-n-Point) algorithm that do not require initial values and compare the results. Photos were taken using a general smartphone, and the ground control point acquisition was based on the hybrid MMS (Mobile Mapping System) point cloud data possessed by the researchers. As a result, when the collinear condition based SPR is true value, quaternion-based SPR has higher attitude angle estimation accuracy than PnP algorithm. In case of camera position estimation, both algorithms showed accuracy within 0.8m when compared with ground control points.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.22 no.9
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• pp.1335-1348
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• 1998

Flow characteristics in transitional boundary layers on a flat plate were experimentally investigated under three different freestream conditions i. e. uniform flow with 0.1 % and 3.7% freestream turbulent intensity and cylinder-wake with 3.7% maximum turbulent intensity. Instantaneous streamwise velocities in laminar, transitional and turbulent boundary layers were measured by I-type hot-wire probe. For estimation of wall shear stresses on the flat plate, measured mean velocities near the wall were applied to the principle of Computational Preston Tube Method (CPM). Distributions of skin friction coefficients were reasonably predicted in all developed boundary layers. Intermittency profiles, which were estimated using Conditional Sampling Technique in transitional boundary layers, were also consistent with previously published data. It was predicted that the incoming turbulent intensity had more influence on transition onset point and transition process than freestream turbulent intensity existed just over the transition region. It was also confirmed that non-turbulent and turbulent profiles in transitional boundary layers could not be simply treated as Blasius and fully turbulent profiles.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.26 no.2
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• pp.103-111
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• 2014

The wave power, extracted from a circular array of small power buoys, is investigated under the potential theory. It is assumed that the buoy's radius, the draft, and the separation distance are much smaller than the water depth, the wave length, and the radius of a circular deployment area. The boundary value problem involving the macro-scale boundary condition on the mean surface covered by buoys is solved using the eigenfunction expansion method. The capture width, which is defined as the ratio of the extracted power to the wave power per unit length of the incident wave crest, is assessed for various combinations of packing ratio, radius of a circular array, and PTO damping coefficient. It is found that the circular array deployment is more effective in the viewpoint of efficiency than the single large buoy of the same total displaced volume.

• International Journal of Highway Engineering
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• v.10 no.4
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• pp.213-224
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• 2008

Flexible pavement responses to vehicular loading, such as critical stresses and strains, in each pavement layer, could be predicted by the multilayered elastic analysis. However, multilayered elastic theory suffers from major drawbacks including spatial dimension of a numerical model, material properties considered in the analysis, boundary conditions, and ill-presentation of tire-pavement contact shape and stresses. To overcome these shortcomings, three-dimensional finite element (3D FE) models are developed and numerical analyses are conducted to calculate pavement responses to moving load in this study. This paper introduces a methodology for an effective 3D FE to simulate flexible pavement structure. It also discusses the mesh development and boundary condition analysis. Sensitivity analyses of flexible pavement response to loading are conducted. The infinite boundary conditions and time-dependent history of calculated pavement responses are considered in the analysis. This study found that the outcome of 3D FE implicit dynamic analysis of flexible pavement that utilizes appropriate boundary conditions, continuous moving load, viscoelastic hot-mix asphalt model is comparable to field measurements.

• Geophysics and Geophysical Exploration
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• v.13 no.1
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• pp.31-39
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• 2010

The goal of automatic velocity analysis is to extract accurate velocity from voluminous seismic data with efficiency. In this study, we developed an efficient automatic velocity analysis algorithm by using bootstrapped differential semblance (BDS) and Monte Carlo inversion. To estimate more accurate results from automatic velocity analysis, the algorithm we have developed uses BDS, which provides a higher velocity resolution than conventional semblance, as a coherency estimator. In addition, our proposed automatic velocity analysis module is performed with a conditional initial velocity determination step that leads to enhanced efficiency in running time of the module. A new optional root mean square (RMS) velocity constraint, which prevents picking false peaks, is used. The developed automatic velocity analysis module was tested on a synthetic dataset and a marine field dataset from the East Sea, Korea. The stacked sections made using velocity results from our algorithm showed coherent events and improved the quality of the normal moveout-correction result. Moreover, since our algorithm finds interval velocity ($\nu_{int}$) first with interval velocity constraints and then calculates a RMS velocity function from the interval velocity, we can estimate geologically reasonable interval velocities. Boundaries of interval velocities also match well with reflection events in the common midpoint stacked sections.

• Journal of the Korean Institute of Gas
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• v.27 no.2
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• pp.39-48
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• 2023

This study presents the experimental results to measure the adsorption amount of methane gas by coal according to the conditions of a coalbed methane (CBM) reservoir. Adsorbed gas to coal seam particles was measured under reservoir conditions (normal pressure ~ 1,200 psi pressure range, temperature range15 ~ 45℃) using coal samples obtained from random mines in Kalimantan Island, North Indonesia. The obtained amount of absolute adsorbed gas was applied to triangular with linear interpolation to calculate the maximum amount of adsorbed gas according to temperature and pressure change, at which no experiment was performed. As a result, it was revealed that the amount of adsorbed gas to coal particles increased as the pressure increased and temperature decreased, but the increase of the amount of adsorbed gas decreased at more than an appropriate depth(1,000 ft). In the cleat permeability and cleat porosity for each depth of the coal bed considering the effective stress, the cleat permeability was 28.86 ~ 46.81 md, and the cleat porosity was 0.83 ~ 0.98%. This means that the gas productivity varies significantly with the depth because the reduction of the permeability according to the depth in the coal seam is significant. Therefore, a coalbed depth should be considered essential when designing the spacing of production wells in a coalbed methane reservoir in further study.

• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.250-250
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• 2019

현재 우리나라에서 이용하고 있는 소류사량 직접계측방법에는 Arnhem 소류사 채취기와 Helley-Smith 소류사 채취기 등이 있다. 하지만 이러한 방법은 현장에서 계측하기가 매우 어렵고 많은 비용과 인력, 시간이 소모되며 특히 연속적인 계측이 어려워 소류사량의 직접계측자료를 기초로 하는 연구는 거의 전무한 상태이다. 이에 대한 대안으로 최근 국내외에서는 마이크로폰을 내장한 금속관에 토사가 충돌 시 발생하는 음향데이터를 수집 및 분석하여 소류사량을 계측하는 간접계측방법 하이드로폰을 사용하고 있다. 하이드로폰 시스템의 대부분이 증폭채널방법을 사용하고 있는데 이러한 방법은 개별입자에 대한 음향특성을 반영하기에는 다양한 크기를 가지는 소류사 입자에 대한 음향신호를 하나의 임계치 기준으로 필터링 하기 때문에 한계가 있다. 즉 기존의 방법은 소류사량의 상대적인 크기만 추정할 수 있을 뿐 소류사량을 정량화할 수 없다. 따라서 본 연구는 소류사가 이동할 때 발생하는 충돌음향을 신호 처리하여 소류사량을 추정하는 계측기기인 하이드로폰을 이용하여 기존 소류사량의 계측 방법을 개선하기 위한 실험적 연구를 수행하였다. 실험은 하이드로폰을 적용한 수리모형 실험 장치를 구축하고 현장에서 취득한 시료 중 대표시료로 분류된 두 가지 입자에 대해서 수리 조건 변화에 따른 충돌음향을 계측 및 분석하였다. 연구결과 입자크기 및 수리조건 변화에 따른 하이드로폰의 인지특성을 파악할 수 있었고 소류사 충돌음과 연관성 높은 주파수 대역을 분리하여 소류사 충돌음을 판독할 수 있는 계측알고리즘을 제시하였다. 특히 본 연구에서 제안하는 하이드로폰 충돌음향 분석법 B-P Method는 낮은 유속과 작은 입경의 소류사의 조건일 때 타 방법에 비해 제안된 B-P Method가 높은 판독률을 보여주었다.