• Title/Summary/Keyword: 1차원

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Design and Implementation of a 3-dimensional GIS Data Provider System (3차원 GIS 데이터제공자 시스템의 설계 및 구현)

  • 남광우;이성호;박종현
    • Spatial Information Research
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    • v.12 no.1
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    • pp.1-12
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    • 2004
  • The 3-dimensional GIS data provider system manages and retrieves 2, 3-dimensional spatial and time data. This system provides the standard interfaces which help developers to omit additional works to do modify or convert a format of 2 or 3-dimensional spatial data, which has been already accumulated, into that dependent on a specified system. This system consists of a data provider and data access component. The former deals with the connections with some databases and manages the meta data, so that the various GIS or software can access to 3-dimensional spatial and time data via the same method, and the latter takes charge of index management and spatial operations on GIS data for consumers. The system offers the diverse spatial operations and analysis functions for 3-dimensional GIS.

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The Methods for 3D Terrain Model Automation Using 2D Plan (2차원 설계자료를 이용한 3차원 지형모델 자동화 생성 방안)

  • Lee, Hyun Jik;Park, Eun Gwan;Moon, Geun Soo
    • Journal of Korean Society for Geospatial Information Science
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    • v.21 no.1
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    • pp.87-93
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    • 2013
  • As the progress regarding spatial analysis on features such as landscape, sunlight, shadow, and direct ray using 3D simulation, it is required to research the creation of 3D terrain models crucial for 3D simulations. In this paper, we suggested the methods to create the 3D terrain model for the state after development, by transfer the 2D plan to 3D terrain model using the normal equation. Automated algorithm producing 3D terrain model from 2D plan was developed. And It is expected to be needed more studies detailed.

3차원 TV 기술의 현재와 미래

  • 손정영
    • Proceedings of the Optical Society of Korea Conference
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    • 1995.06a
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    • pp.121-125
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    • 1995
  • 3차원 영상 기술에는 여러 가지 종류가 있다. 지금까지 알려진 방법중 가장 뛰어난 3차원 영상기술은 홀로그래피이다. 그러나 헐러그래피를 이용하여 3차원 TV를 구현하는 데는 많은 문제점이 있다. 그 문제점 중의 하나가 홀로그램이 가지고 있는 많은 데이터 량이다. 홀로 그램의 1cm2당에 포함된 데이터 량은 1Gbits이상이다. 그 외에도 천연색 재생, 자연 광경의 찰영 문제 등 여러 가지가 있다. 기술적 어려움을 제외하고도 기존 기술에의 적용 가능성도 문제가 있다. 이러한 문제점을 고려할 때 그래픽 방식의 3차원 TV의 개발은 장기적 측면에서 추진해야 한다.

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A Study on the Window Function for the Design of 2-Dimensional FIR Filter with Variable characteristics (가변특성을 갖는 2차원 FIR 필터의 설계를 위한 창함수에 관한 연구)

  • Lee, Min-Ho;Park, Chong-Yeon
    • Proceedings of the KIEE Conference
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    • 1996.07b
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    • pp.1320-1322
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    • 1996
  • 기존의 창함수를 이용한 1차원 FIR 필터의 설계는 설계방법이 단순해 비교적 많이 사용되고 있으나 통과영역과 천이영역을 가변할 수 없다. 본 연구에서는 두 개의 영역을 가변할 수 있는 창함수를 사용하여 1차원 임펄스 응답을 구한 후 McCllenan 변환 방법을 이용하여 2차원 FIR 필터를 실현하여 특성을 비교하여 2차원 FIR 필터의 설계에 적용할 수 있음을 밝혔다.

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Numerical Model Application for Analysis of Flood Level Mitigation due to Retention-Basin (강변저류지 홍수위 저감효과 분석을 위한 수치모형 적용)

  • Cho, Gilje;Rhee, Dong Sop;Kim, Hyung-Jun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.1
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    • pp.495-505
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    • 2014
  • The retention basin is a river-facility for the flood mitigation by storing the river flow temporarily. The new 3 retention basins are installed in these regions YeoJu, NaJu, YoungWol by the Large River Management Project. In this study, 1D and 2D numerical flow simulation are conducted to evaluate the reduction effect of the peak flood stage for the YeoJu retention basin. HEC-RAS and FLDWAV models are used for 1D simulation with the option of retention basin. CCHE2D model is used for 2D simulation with the same hydrograph used in 1D simulation. It is verified that the peak flood stage is reduced very largely about 0.13 m near the overtopping section of the levee in 1D simulation. It is verified that the peak flood stage is reduced very largely about 0.20 m at the upstream-end of the simulated reach in 2D simulation. 2D simulation for the retention basin is more reasonable because physical characteristics of topography in the model, and also more advantageous for the evaluation of the flow characteristics of the in- and outside of the retention basin on the results of simulation of this study.

Effectiveness of the Electrode Arrays for Delineating 2-D Subsurface Structure (2차원 지하구조 규명을 위한 전극배열의 효율성)

  • Yoon, Jong-Ryeol;Lee, Kiehwa
    • Economic and Environmental Geology
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    • v.29 no.3
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    • pp.345-355
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    • 1996
  • The effectiveness of various electrode configurations in horizontal mappings and 1-D inversions of vertical sounding data for delineating 2-D structures was studied. Apparent resistivity values of three point, dipole-dipole, Wenner, and Schlumberger mappings were simulated for such structures as vertical dyke, tabular prism, buried vertical fault, ramp and complex structure by finite difference method (FDM) and they were compared with each other. Also 2-D cross sections for three structures obtained by interpolation of 1-D inverted sounding data in terms of three layers were compared for Schlumberger and Wenner arrays. On these cross sections, horizontal and vertical resistivity interfaces of the 2-D structures are revealed relatively clearly. Apparent resistivity curves of Schlumberger mapping show vertical resistivity discontinuities very well. On the whole, Schlumberger array is superior to the other arrays in electric sounding as well as mapping. This study clearly indicates that interpretations of 2-D structures based on 1-D inversion are possible.

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회귀분성에서의 3차원 편잔차그림

  • 강명욱;이정아
    • The Korean Journal of Applied Statistics
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    • v.13 no.1
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    • pp.133-143
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    • 2000
  • 비선형성이 존재하는 두 개의 설명변수가 모형에 선형으로 포함되는 경우 두 설명변수가 연관성이 약하면 각각의 변수에 대한 2차원 편잔차 그림이 비선형성의 존재와 형태를 잘 나타낸다. 그러나 두 변수가 연관성이 강하면 3차원 편잔차 그림이 필요하며 2차원 편잔차 그림으로는 알아낼 수 없는 비선형성에 대한 탐지가 가능하다.

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Computation of Tides for Off Kyungnam Coast with Dynamically Combined Two-Dimensional and Three-Dimensional Tidal Model (2차원 및 3차원 동적복합조석모형에 의한 경남해역의 조석산정)

  • 최병호;우승범
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.7 no.2
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    • pp.176-197
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    • 1995
  • Two-dimensional and three-dimensional structures of tidal currents on southeastern waters of Korea off Kyungnam coast were investigated via a series of numerical models based on dynamic principles. With a two-dimensional tidal model, tidal regimes of major eight tidal constituents (M$_2$, S$_2$, K$_1$, O$_1$, N$_2$, K$_2$, P$_1$, Q$_1$) were computed. Model results showed that the computed results were in good agreement with coastal observations. On the basis of these results the model was further improved to compute three-dimensional structure of tidal current in inner Jinhai and Masan Bay regions of the model area where severe pollutions occur due to red tide by combination of the previous two-dimensional model and inner three-dimensional model. For this work, three-dimensional Galerkin-Spectral model and two-dimensional depth-integrated model are dynamically combined by the method presented by Davies (1980). In addition to the previous work by Davies, the advective term and quadratic bottom friction term are included in present Three-dimensional numerical model. The computed results of M$_2$ tidal current ellipses with respect to depth showed general agreements with those of current observations by KORDI (1990).

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Urban Inundation Analysis using the Integrated Model of MOUSE and MIKE21 (MOUSE 및 MIKE21 통합모델을 이용한 도시유역의 침수분석)

  • Choi, Gye-Woon;Lee, Ho-Sun;Lee, So-Young
    • Journal of the Korean Society of Hazard Mitigation
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    • v.7 no.4
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    • pp.75-83
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    • 2007
  • Urbanized area has complex terrain with many flow paths. Almost stormwater is drained through pipe network because most area is impervious. And overland flow from the pipe network reform the surface flow. Therefore, it should be considered the drainage system and surface runoff both in urban inundation analysis. It is analyzed by using MIKE FLOOD integrated 1 dimension - 2 dimension model about Incheon Gyo urbanized watershed and compared with the results of 1 dimension model and 2 dimension model. At the result this approach linking of 2 dimension and 1 dimension pipe hydraulic model in MIKE FLOOD give accuracy that offers substantial improvement over earlier approach and more information about inundation such as water dapth, velocity or risk of flood, because it is possible to present storage of overland flow and topographical characteristic of area.