• 제목/요약/키워드: deep depth

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An Image Depth Estimation Algorithm based on Pixel-wise Confidence and Concordance Correlation Coefficient (픽셀단위 상대적 신뢰도와 일치상관계수를 이용한 영상의 깊이 추정 알고리즘)

  • Kim, Yeonwoo;Lee, Chilwoo
    • Journal of Korea Multimedia Society
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    • v.21 no.2
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    • pp.138-146
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    • 2018
  • In this paper, we describe an algorithm for extracting depth information from a single image based on CNN. When acquiring three-dimensional information from a single two-dimensional image using a deep-learning technique, it is difficult to accurately predict the edge portion of the depth image because it is a part where the depth changes abruptly. in this paper, we introduce the concept of pixel-wise confidence to take advantage of these characteristics. We propose an algorithm that estimates depth information from a highly reliable flat part and propagates it to the edge part to improve the accuracy of depth estimation.

Preliminary Evaluation of Domestic Applicability of Deep Borehole Disposal System (심부시추공 처분시스템의 국내적용 가능성 예비 평가)

  • Lee, Jongyoul;Lee, Minsoo;Choi, Heuijoo;Kim, Kyungsu;Cho, Dongkeun
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.16 no.4
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    • pp.491-505
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    • 2018
  • As an alternative to deep geological disposal technology, which is considered as a reference concept, the domestic applicability of deep borehole disposal technology for high level radioactive waste, including spent fuel, has been preliminarily evaluated. Usually, the environment of deep borehole disposal, at a depth of 3 to 5 km, has more stable geological and geo-hydrological conditions. For this purpose, the characteristics of rock distribution in the domestic area were analyzed and drilling and investigation technologies for deep boreholes with large diameter were evaluated. Based on the results of these analyses, design criteria and requirements for the deep borehole disposal system were reviewed, and preliminary reference concept for a deep borehole disposal system, including disposal container and sealing system meeting the criteria and requirements, was developed. Subsequently, various performance assessments, including thermal stability analysis of the system and simulation of the disposal process, were performed in a 3D graphic disposal environment. With these analysis results, the preliminary evaluation of the domestic applicability of the deep borehole disposal system was performed from various points of view. In summary, due to disposal depth and simplicity, the deep borehole disposal system should bring many safety and economic benefits. However, to reduce uncertainty and to obtain the assent of the regulatory authority, an in-situ demonstration of this technology should be carried out. The current results can be used as input to establish a national high-level radioactive waste management policy. In addition, they may be provided as basic information necessary for stakeholders interested in deep borehole disposal technology.

Mass Physical Properties in Deep-Sen Sediment from the Clarion-Clipperton Fracture Zone, Northeast Equatorial Pacific (북동태평양 클라리온-클리퍼톤 균열대 심해저 퇴적물의 물리적 특성에 관한 연구)

  • Chi, Sang-Bum;Lee, Hyun-Bok;Kim, Jong-Uk;Hyeong, Ki-Seong;Ko, Young-Tak;Lee, Kyeong-Yang
    • Economic and Environmental Geology
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    • v.39 no.6 s.181
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    • pp.739-752
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    • 2006
  • Deep-sea surface sediments acquired by multiple corer from 69 stations in the Clarion-Clipperton fracture zone of the northeast equatorial Pacific, were examined to understand the correlation of mass physical properties and sedimen-tological processes. The seabed of the middle part ($8-12^{\circ}N$) of the study area is mainly covered by biogenic siliceous sediment compared with pelagic red clays in the northern part ($16-17^{\circ}N$). In the southern part ($5-6^{\circ}N$), water depth is shallower than carbonate compensation depth (CCD). The mass physical properties such as grain size distribution, mean grain size, water content, specific grain density, wet bulk density, void ratio, and porosity of sediments are distinctly different among the three parts of the study area. Surface sediments in northern part are characterized by fine grain size and low water contents possibly due to low primary productivity and high detrital input. Conversely, sediments in the middle part are characterized by coarse grain size and high water contents, which might be caused by high surface productivity and deeper depth than CCD. The sediments show low water contents and high density in the southern part, which can be explained by shallower depth than CCD. Our results suggest that the variations in mass physical properties of sediments are influenced by combined effects including biogenic primary productivity of surface water, water depth, especially with respect to CCD, sedimentation rate, detrital input, and the geochemistry of the bottom water (for example, formation of authigenic clay minerals and dissolution of biogenic grains).

Development of for Mineral Salt Manufacturing System using Deep Sea Water (해양 심층수를 이용한 미네랄소금 제염장치 개발)

  • Kim H. J.;Shin P. K.;Moon D. H.;Jung D. H.
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2004.05a
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    • pp.183-189
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    • 2004
  • Deep ocean water is located in the sea deeper than 200m. At such depth the solar light does not reach, photosynthesis is not performed and nutrition salt is not consumed. Therefore, campared with surface water, Deep Sea Water contains more nutrition salt, such as nitrogen and phosphor. Moreover, it has the good balance of minerals. This Research is primary attempt for apply deep sea water to food industry. New type of mineral salt manufacturing system was developed and high levels of Ca, K, Mg detected from the salt analysis.

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On Shear Capacity of Reinforced Concrete Deep Beams with Rectangular Web Openings

  • Eun, Hee Chang;Yang, Keun Hyeok;Lee, Young Ho;Chung, Heon Soo
    • Architectural research
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    • v.7 no.2
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    • pp.55-60
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    • 2005
  • Based on an experimental study, this study provides an equation to describe the shear strength of high-strength concrete deep beams with rectangular openings and without web reinforcements. Twenty-four concrete deep beams were tested with the variables of concrete strength, size of web opening, and shear span-to-depth ratio. The proposed equation is expressed as the sum of the shear strength provided by longitudinal bars and concrete. It is illustrated that the proposed equation predicts the load-carrying capacity of the deep beams more properly than the experimental equations proposed by other researchers.

A Study on the Shear Strength Evaluation of Reinforced Concrete Deep Beams subject to Concentrated Loads. (집중하중을 받는 철근콘크리트 깊은 보의 전단강도 평가에 관한 연구)

  • 양준호;이진섭;김상식
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10a
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    • pp.577-582
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    • 2000
  • This study is aimed to evaluate the shear strength of reinforced concrete deep beams subject to concentrated loads, using a simplified strut-tie model. For the shear strength prediction of deep beams, it is prerequisite to evaluate the effective width of strut and to verify the efficiency factors proposed by MacGregor et al.. The results analyzed by truss models have been compared with those calculated by domestic code for the existing data of 90 deep beam specimens. The shear strength of deep beams were reviewed with respect to concrete strength, the shear span-depth ratio, and the ratio of web reinforcements. The results showed that the shear strength of the proposed model gave a better agreement than the domestic code approach.

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Relighting 3D Scenes with a Continuously Moving Camera

  • Kim, Soon-Hyun;Kyung, Min-Ho;Lee, Joo-Haeng
    • ETRI Journal
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    • v.31 no.4
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    • pp.429-437
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    • 2009
  • This paper proposes a novel technique for 3D scene relighting with interactive viewpoint changes. The proposed technique is based on a deep framebuffer framework for fast relighting computation which adopts image-based techniques to provide arbitrary view-changing. In the preprocessing stage, the shading parameters required for the surface shaders, such as surface color, normal, depth, ambient/diffuse/specular coefficients, and roughness, are cached into multiple deep framebuffers generated by several caching cameras which are created in an automatic manner. When the user designs the lighting setup, the relighting renderer builds a map to connect a screen pixel for the current rendering camera to the corresponding deep framebuffer pixel and then computes illumination at each pixel with the cache values taken from the deep framebuffers. All the relighting computations except the deep framebuffer pre-computation are carried out at interactive rates by the GPU.

A Study on the characteristic of micro deep hole drilling (마이크로 Deep hole 가공 특성에 관한 연구)

  • 김동우;조명우;이응숙;강재훈;민승기
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2001.04a
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    • pp.1064-1067
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    • 2001
  • Micro drilling is used in the production of fuel injection nozzle, watch, camera, air bearing and pinted circuit boards(PCB) are demanded for high precision. Recently industries of precision production require more small hole, high aspect ratio and high speed working for micro deep hole drilling. But the undesirable characteristics of micro drilling is the small signal to noise ratios, wandering motion of drill, high aspect ratio and the increase of cutting force as cutting depth increase. So in this paper to obtain the optimization of cutting condition a study on the characteristics of micro deep hole drilling used Tool dynamometer is proposed.

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Experimental Study on the Multi-stage Deep Drawing Process (다단계 ?드로잉 가공에 대한 실험적 연구)

  • 박민호;김상진;서대교
    • Transactions of Materials Processing
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    • v.5 no.4
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    • pp.288-296
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    • 1996
  • A method of determining an optimum blank shape for non-circular deep drawing process is extended to the multi-stage deep drawing process. As an example concentric two-stage square deep drawing process is considered and the ideal blank shape with uniform cup height and without flange part after the process is constructed by the backward tracing of rigid plastic FEM. The conventional square blank shapes are also adopted for the comparison of two cases. As a result it is confirmed that the drawn products with better thickness strain distribution and deeper cup depth could be obtained by the suggested ideal blank shapes.

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Deflection prediction for reinforced concrete deep beams

  • Lu, Wen-Yao;Hwang, Shyh-Jiann;Lin, Ing-Jaung
    • Computers and Concrete
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    • v.7 no.1
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    • pp.1-16
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    • 2010
  • A simplified method, developed from the softened strut-and-tie model, for determining the mid-span deflection of deep beams at ultimate state is proposed. The mid-span deflection and shear strength predictions of the proposed model are compared with the experimental data collected from 70 simply supported reinforced concrete deep beams, loaded with concentrated loads located at a distance a from an end reaction. The comparison shows that the proposed model can accurately predict the mid-span deflection and shear strength of deep beams with different shear span-to-depth ratios, different concrete strengths, and different horizontal and vertical hoops.