• Korean Journal of Ichthyology
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• v.22 no.3
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• pp.186-194
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• 2010

Seasonal variation in species composition and abundance of fish assemblage in the coastal waters off Gori were determined using monthly samples collected by a three-side fyke net in 2006. Of a total of 59 fishes collected, the dominant species were Trachurus japonicus, Mugil cephaIus, Konosirus punctatus, Apogon lineatus, Chelidonichthys spinosus, Ditrema temmincki, Sebastes schlegeli and Apogon semilineatus. These 8 fishes accounted for 92.7% of the total number of individuals collected. The number of fish species, number of individuals, biomass and species diversity indices fluctuated with the seasons. The peak number of fishes occurred in December, whereas biomass of fishes was the highest in March. The number and biomass of fishes were lower in January corresponded with the low temperatures, and the diversity indices were lower in December than in any other month.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.35 no.4
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• pp.366-379
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• 2002

The monthly collected fish samples by three sides tyke nets were analyzed in order to study species composition and seasonal variation of fish assemblage in the coastal water off Gadeok-do, Korea through a year of 1998, During the study period, a total of 136 fish species of 69 families were collected. Trachums japonicus, Konosims punctatus and Mugil cephaus were three dominant species in the fish assemblage and they accounted for $63.7\%$ and $83.1\%$ in the number of individuals and biomass, respectively. Fish species of secondary importance in abundance were Leiognathus nuchalis, Takifugu niphobles, Somber japonious, Trichiurus lepturus, Chelon affinis, Apogon lineatus, Nibea aibiflora and Acanthopagrus schlegeli. The highest number of species was collected in July and the lowest in february. Abundance was high in spring, and low in winter. Species diversity indices showed that the fish assemblage was less diverse in spring than any other seasons.

• Proceedings of the KSME Conference
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• 2000.11a
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• pp.705-711
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• 2000

This paper presents a fast 3D mesh generation method using a surface based method with a stitching algorithm. This method uses the surface based method since the volume based method that uses 3D Delaunay triangulation can hardly deal with a large scale of scanned points. To reduce the processing time, this method also uses a stitching algorithm: after dividing the whole point data into several sections and performing mesh generation on individual sections, the meshes from several sections are stitched into one mesh. Stitching method prevents the surface based method from increasing the processing time exponentially as the number of the points increases. This method works well with different types of scanned points: a scattered type points from a conventional 3D scanner and a cross-sectional type from CT or MRI.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.24 no.3
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• pp.261-269
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• 2006

There is a need to restore the terrain back its natural environment after mining development. It is necessary to compare the original and developing surfaces for post-management and to analyze the terrain change to develop a process for efficient restoration plan. This study analyzes and compares change to the terrain by annual mining development using GIS. Contours digitized with CAD based on photogrammetry are classified into annual data and created by Triangulated Irregular Network (TIN). By producing profiles and cross sections using TIN, many stations are distinguished. As a result of the terrain changes caused by mining development from 2000 to 2003 by operating elevation values each cell converted to raster from TIN, $11,094,460m^3$ are cut and $5,127,968m^3$ are filled up to 46% of cut volume, and annual surface changes of cut and fill area to mining are analyzed to visual and quantitative data. This study is used for the restoration plan and additional mining. And it is expected that this annual change, caused by mining development, can be used to return the terrain close to its original condition for finished mining area.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.396-401
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• 2006

하천의 2차원 흐름, 유사이동 그리고, 오염 확산의 정도를 알아보기 위해 유한 요소법을 이용한 해석 방법이 널리 사용되고 있다. 유한 요소법을 이용할 때 유한 요소망 생성이 필수적이며, 해석 결과에 크게 영향을 주는 변수로 작용하게 된다. 본 연구에서는 복잡한 경계를 가진 하천의 유한 요소망 생성을 위해 대표적인 비구조적 요소망 생성 기법인 Delaunay 삼각화 기법과 흐름의 특성을 잘 나타낼 수 있도록 Transfinite 보간법을 이용한 구조적 요소망 생성 기법을 구현하였다. 그리고, 본 연구에 의해 생성된 유한 요소망의 형질 평가를 통해서 해석 결과에 대한 신뢰성을 높였으며, 요소망 생성 GUI 프로그램을 통하여 요소망에 대한 1차식의 요소와 2차식의 요소간의 변환, 되돌리기, 다시 실행 등의 기능을 지원하여 사용의 편리성을 추가하였다.

• Electronics and Telecommunications Trends
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• v.20 no.5 s.95
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• pp.139-148
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• 2005

본 논문은 MIPv6 망에서의 IPv6 이동 노드와 IPv4 망의 노드간의 DSTM 연동메커니즘을 이용한 이동성을 지원하는 통신 방법에 관한 것이다. MIPv6는 이동성을 지원하기 위해서 기본적으로 통신하는 단말이 모두 IPv6 노드인 환경을 전제로 하고 있다. 그러나 이러한 MIPv6 플랫폼을 IPv6/IPv4가 혼재된 망에서 사용할 때 바인딩 업데이트과정이 처리되지 않기 때문에 IPv6의 기본기능인 경로 최적화 기능을 수행할 수 없다. 이로 인하여 발생되는 삼각 라우팅 방식은 홈 에이전트 및 네트워크의 병목현상을 발생시킬 수 있다. 본 논문에서는 이러한 문제점을 해결하기 위해서 DSTM의 경계 라우터의 기능을 확장하여 IPv4 망의 상대방 노드의 기능을 대신하여 수행할 수 있도록 제안하고자 한다. 향후 새로운 차세대 망의 도입 시 기존의 망과의 이동성을 자동으로 제공할 수 있으므로 IPv6 기반의 차세대 망의 도입을 고려할 때 큰 도움이 될 것으로 기대한다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.9 no.2
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• pp.37-48
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• 1991

In this study, conventional network adjustment and combined network adjustment methods for single network adjustment methods for single network and centric combination network were compared by the analysis of root mean square error and standard error ellipse of observed points. It can be concluded from this study that for conventional surveying methods, the accuracy is in theorder of trilateration, traverse and triangulation, and for the case of combined surveying method, the accuracy is in the order of multilateration surveying, combined traverse and combined triangulation-trilateration surveying. And when establishing new control points, the accuracy can be improved by increasing redundant observations of centric combination network instead of using the single network. Also, in case of combined traverse surveying by adding observable laterals, accuracy level of trilateration could be achieved, and it was found that traverse is effective for large areas where sighting is easy, and combined traverse surveying is effective for urban areas where sighting is difficult.

• KCID journal
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• v.2 no.2
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• pp.10-19
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• 1995

In spite of their high availability in the field of water resources, finite element models generally require large amount of input data in which the preparation of them consists of complicated procedures and time consuming works. In addition, in case of a

• Journal of the Korean Institute of Intelligent Systems
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• v.7 no.5
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• pp.51-59
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• 1997

In this paper, we perform the position control of a DC servo motor using fuzzy neural controller. We use the Fuzzy controller for the position control, because the Fuzzy controller is designed simpler than other intelligent controller, but it is difficult to design for the triangle membership function format. Therefore we solve the problem using the BP learning method of neural network. The proposed Fuzzy neural network controller has been applied to the position control of various virtual plants. And the DC servo motor position control using the fuzzy neural network controller is performed as a real time experiment.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.1D
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• pp.167-173
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• 2011

This paper analyzes the procedure of calculating how the results of national control points (triangulation points), based on Bessel datum, have been transformed into those of KGD2002, based on the world geodetic system. GPS and EDM data observed from 1974 to 2008 were used for this purpose. A large-scale integrated GPS network was constructed to estimate the results of KGD2002 and new national control points about 12,000 were decided through multiple stages of data processing. The accuracy of these results is ${\pm}0.015m$ (95%) in the horizontal direction and ${\pm}0.030m$ (95%) in the vertical direction. The adjusted results verified by the construction of an integrated GPS/EDM network were compared with the results of KGD2002. In conclusion, the bulletin results are thought to be appropriate because the coordinate differences (RMSE) are ${\pm}0.0025m$ and ${\pm}0.008m$ in horizontal and vertical directions respectively.