• Title/Summary/Keyword: GIS Model

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Analysis of Magnitude and Rate-of-rise of VFTO in 550 kV GIS using EMTP-RV

  • Seo, Hun-Chul;Jang, Won-Hyeok;Kim, Chul-Hwan;Chung, Young-Hwan;Lee, Dong-Su;Rhee, Sang-Bong
    • Journal of Electrical Engineering and Technology
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    • v.8 no.1
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    • pp.11-19
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    • 2013
  • Very Fast Transients (VFT) originate mainly from disconnector switching operations in Gas Insulated Substations (GIS). In order to determine the rate-of-rise of Very Fast Transient Overvoltage (VFTO) in a 550 kV GIS, simulations are carried out using EMTP-RV. Each component of the GIS is modeled by distributed line model and lumped model based on equivalent circuits. The various switching conditions according to closing point-on-wave and trapped charge are simulated, and the results are analyzed. Also, the analysis of travelling wave using a lattice diagram is conducted to verify the simulation results.

Construction of the Curve Number Estimation System Using Geographic Information System (GIS를 이용한 CN 산정시스템 구축)

  • Chae, Jong Hun.;Jeong, In Ju;Kim, Sang Yong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2004.05b
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    • pp.1262-1266
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    • 2004
  • The current combining of computer and geographic information technology. The result of such research oil determinate objective factors of hydrologic-topographical parameters through joining hydrology and GIS(Geographic Information System). In this study, we wish to offer the base data to determinate hydrologic-topographical parameters request of runoff model analysis in this basin. First, we computed the CN(curve number) by using GIS, and then classify the digital map of soil group and landuse on the Sulma river basin. Second, we used Avenue Script to calculate the height of efficient GIS work before using the Clark model to work out flood runoff flow.

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A study on the analysis technique of visual information by GIS (GIS를 이용한 가시권정보 분석기법에 관한 연구 -제주 산방산 지역 사례연구-)

  • 최기만;이춘석;임승빈
    • Journal of the Korean Institute of Landscape Architecture
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    • v.25 no.2
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    • pp.31-42
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    • 1997
  • Visibility has been used for Visual Impact Assessment and Buildingheight Control. The purpose of this study is to elaborate visibility analysis technique in GIS, and to design a visual information system baed on this technique for diverse application. The results of this study are as follows : 1) By classifying visibility analysis techniques into two groups, Each one's merits and demerits were investigated. Practically GIS visibility analysis by DTM model using contour map and investigating it by means of site-observation can be the most effective method. 2) A visibility analysis techniquwe for V.I.A. and B.H.C. was presented by studying GIS visibility analysis by means of DTM model using contour map. There were 5 problems. 3) Adequate analysis techniques were presented according to the landscape factor-road, ship-route, port, mountain, etc. 4) Viewing distance from road and ship-route in visual corridor, landma가 visibility and distance, the angle of incidence and invisible region's depth are helpful for land scape management or land use planning.

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Development of GIS-based Arc River Data Model for Building Three-dimensional River Information System (3차원 하천정보화시스템 구축을 위한 GIS 기반 Arc River 데이터 모델 개발)

  • Kim, Dong-Su
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.214-214
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    • 2012
  • 본 논문은 최근 세계적으로 활발히 진행되고 있는 수리정보화시스템의 한 부분이 될 수 있는 하천정보화시스템의 구축의 근간이 되는 3차원 하천 자료 모형으로 개발된 아크리버 (Arc River)자료 모형을 소개한다. Arc River는 지리정보시스템(GIS)에 기반하여 수립되었고 최신 하천 유동 및 하상 계측기법으로 확보된 방대한 양의 관측 자료를 수집, 저장, 처리, 검색, 그리고 분석할 수 있게 하는 표준화된 자료 모형 (data model)이다. Arc River는 지난 10년간 유역 자료 모형의 표준으로 사용되어 온 Arc Hydro 모델의 한계를 극복하여 3차원에서 시공간적으로 변화하는 복수의 하천 관측 자료를 효율적으로 연계하고 GIS에서 활용할 수 있도록 설계되었다. 본 논문은 Arc River의 다양한 설계 원리에 대해 설명하고 실제 ADCP 자료를 활용하여 활성화된 Arc River의 예를 제시한다. Arc River는 향후 하천을 유지, 관리, 해석에 있어 필요한 3차원 하천정보화시스템의 구축의 근간을 이루고 국내에서도 그 활용을 범위를 넓힐 것으로 기대한다.

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Using GIS to Find the Best Safe Route between Khartoum and Arqin-Crossing

  • Mumdouh M.M Hassan
    • International Journal of Computer Science & Network Security
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    • v.23 no.11
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    • pp.43-52
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    • 2023
  • The paper aims to clarify how to make a decision using geographic information systems and how to choose the best route between two cities to suit the expectations of the driver and his sense of safety and comfort on the road. Use a special model for network analysis, where the network analysis tool relied on the following data (maximum speed of the road - number of intersections - road width - peak period) in choosing the best safe path. The paper concluded that the best safe route for refugees between the cities of Khartoum - Arqin crossing is ( Khartoum - Shendi - Atbara - Meroe - Abu Hamad - Wadi Halfa). We advise all GIS users to use the theories of spatial analysis when creating a new model.

Using GIS to Determine the Best Areas for Displacement from Khartoum State to Other States in Sudan

  • Eihab A. M. Osman
    • International Journal of Computer Science & Network Security
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    • v.24 no.1
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    • pp.23-30
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    • 2024
  • This study tries clarify the process of making decisions with geographic information systems and how to choose the best place for Khartoum State displaced people to relocate to in order to be closer to cheaper places with access to commodities and services. For network analysis, use a unique model. The network analysis tool was dependent on the following information: availability of goods and services, cheap cost, and proximity to the state of Khartoum.in choosing the best state. The study came to the conclusion that, in terms of accessibility, affordability, and availability of products and services, Gezira State is the best state for people who have been displaced from Khartoum State.When developing a new model, we recommend that all GIS users apply the theories of spatial analysis.

A Study on OLE/COM-based GIS Data Provider Component Development Toward Application System Development (응용시스템 구축을 위한 OLE/COM 기반의 GIS 데이터 제공자 컴포넌트 시스템에 관한 연구)

  • 김민수;김광수;오병우;이기원
    • Spatial Information Research
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    • v.7 no.2
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    • pp.175-190
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    • 1999
  • Recently , as GIS technology is rapidly improved and stabilized, there are some needs to reuse pre-developed and powerful GIS technology. GIS standardization based on components and open interfaces becomes a way to solve those reusability of previous GIS technology. This GIS standardization currently focuses on building the GIS Data Infrastructure that is being deployed globally. Especially, OpenGIS consortium which is mainly made up of international GIS leading vendors is announcing some GIS abstract specifications and implementation specifications. This study focuses on how could we design and implement the OLE/COM-based data provider component based on various DBMS or file systems, how could these data provider components be used for enterprise UIS(Urban Information Systems) and how could various formatted GIS data be shared in one system. Also some problems practically caused by an implementation process of data provider component are listed up and some solutions are given. Furthermore, design and analysis of UML(Unified Modeling Language) was reformed through the data provider component development task and this UML methodology is able to indicate a standardized model for newly developed data provider component.

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A Study on 3 Dimensional Modeling of Keum-man Connection Canal using GIS and considering Hydraulic Analysis (GIS와 수리학적 해석을 고려한 금만연결수로의 3차원 모델링에 관한 연구)

  • Kim, Dae-Sik;Nam, Sang-Woon;Kim, Tai-Cheol
    • Journal of The Korean Society of Agricultural Engineers
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    • v.50 no.5
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    • pp.3-15
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    • 2008
  • This study aims to simulate the 3 dimensional (3D) model of Keum-man connection canal using geographic information system (GIS) as well as considering design in viewpoint of engineering. The canal connects from Keumkang to Mangyungkang in order to supply fresh water into Saemankeum lake. This study used 3 dimensional spatial planning model (3DSPLAM) process to generate the 3D model, which has not only several planning layers in actual process, but also their corresponding layers in modeling process to simulate 3D space of rural villages. The discharge of the canal is $20m^3/s$ on slope of 1/28,400 in the canal length of 14.2km, which consists of pipe line and open channel. This study surveyed the route of the canal and its surrounding environment for facilities to make images in the 3D graphic model. Besides, the present study developed data set in GIS for geogrphical surface modeling as well as parameters in hydraulic analysis for water surface profile on the canal using HEC-RAS model. From the data set constructed, this study performed analysis of water surface profile with HEC-RAS, generation of digital elevation model (DEM) and 3D objects, design of the canal section and route on DEM in AutoCAD, and 3D canal model and its surrounding 3D space in 3DMAX with virtual reality. The study result showed that the process making 3D canal model tried in this study is very useful to generate computer graphic model with the designed canal on the surface of DEM. The generated 3D canal can be used to assist decision support for the canal policy.

Development of Automated Model of Tree Extraction Using Aerial LIDAR Data (항공 라이다 자료를 이용한 수목추출의 자동화 모델 개발)

  • Lee, Su-Jee;Park, Jin-Yi;Kim, Eui-Myoung
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.5
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    • pp.3213-3219
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    • 2014
  • Currently, increase of greenhouse gas has had a signigicant impact on climate change in urbanization. As a result, the government has been looking for ways to take advantage of the trees that generate oxygen and reduce carbon dioxide for the prevention of climate change. It is essential to extract individual tree for calculating the amount of carbon dioxide reduction of trees. Aerial LIDAR data have three-dimensional information of building as well as trees as form of point clouds. In this study, automated model was developed to extract individual tree using aerial LIDAR data. For this purpose, we established a methodology for extracting trees and then proceeded the process of developing it as an automated model based on model builder of ArcGIS Software. In order to evaluate the applicability of the developed model, the model was compared with commercial software in study area located in Yongin City. Through the experimental result, the proposed model was extract trees 9.91% higher than commercial software. From this results, it was found that the model effectively extracted trees.

GIS Application Model for Spatial Simulation of Surface Runoff from a Small Watershed(I) (소유역 지표유출의 공간적 해석을 위한 지리정보시스템의 응용모형(I) -격자 물수지 모형의 개발 및 적용-)

  • 김대식;정하우
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.37 no.3_4
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    • pp.23-33
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    • 1995
  • Geographic data which are difficult to handle by the characteristics of spatial variation and variety turned into a possibility to analyze with tlie computer-aided digital map and the use of Geographic Information System(GIS). The purpose of this study is to develop and apply a GIS application model (GISCELWAB) for the spatial simulation of surface runoff from a small watershed. This paper discribes the modeling procedure and the applicability of the cell water balance model (CELWAB) which calculates the water balance of a cell and simulates surface runoff of watershed simultaneously by the interaction of cells. The cell water balance model was developed to simulate the temporal and spatial storage depth and surface runoff of a watershed. The CELWAB model was constituted by Inflow-Outflow Calculator (JOC) which was developed to connect cell-to-cell transport mechanism automatically in this study. The CELWAB model requests detail data for each component of a cell hydrologic process. In this study, therefore, BANWOL watershed which have available field data was selected, and sensitivity for several model parameters was analyzed. The simulated results of surface runoff agreed well with the observed data for the rising phase of hydrograph except the recession phase. Each mean of relative errors for peak discharge and peak time was 0.21% and2.1 1% respectively. In sensitivity analysis of CELWAB , antecedent soil moisture condition(AMC) affected most largely the model.

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