• Journal of The Korean Society of Agricultural Engineers
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• v.52 no.1
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• pp.1-11
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• 2010

Generation and transportation of runoff and pollutant loads within watershed generated eutrophication at Daecheong reservoir. To improve water quality at Daecheong reservoir, the best management practices should be developed and applied at upper watersheds for water quality improvement at downstream areas. In this study, two small watersheds of upper Daecheong reservoir were selected. The Long-Term Hydrologic Impact Assessment (L-THIA) model has been widely used for the estimation of the direct runoff worldwide. To apply the L-THIA ArcView GIS model was evaluated for direct runoff and water quality estimation at small watershed. And the Web-based Hydrograph Analysis Tool (WHAT) was used for direct runoff separating from total flow. As a result, the $R^2$ (Coefficient of determination) value and Nash-Sutcliffe coefficient value for direct runoff comparison at An-nae watershed were 0.81 and 0.71, respectively. And the $R^2$ value and Nash-Sutcliffe coefficient value at Wol-oe were 0.95 and 0.93. The $R^2$ value of BOD, TOC, T-N and T-P at An-nae watershed were BOD 0.94, TOC 0.81, T-N 0.94 and T-P 0.89. And the $R^2$ value of BOD, TOC, T-N and T-P at Wol-oe watershed were BOD 0.80, TOC 0.93, T-N 0.86 and T-P 0.65. The result that estimated pollutant loadings using the L-THIA ArcView GIS model reflected well the measured pollutant loadings except for T-P in Wol-oe watershed. With L-THIA ArcView GIS model, the direct runoff and non-point pollutant (NPS) loadings in the watershed could be analyzed through simple input data such as daily rainfall, land uses, and hydrologic soil group.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.24 no.1
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• pp.123-130
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• 2006

The purpose of the paper is to make the three dimensional road simulation model based on the digital photogrammetry and GIS techniques in the middle of Halla mountain of Jeju island. To do this, we generate DEM (digital elevation model) and digital ortho image using GIS tools such as Arc View, Imagestation and MGE module. In GIS, the overlay map schemes combining of the hill shade, the land slope and aspect were applied. Based on the processes, we can build the best three dimensional road line along the hill side of the island. From the results, we also found that the derived DEM from digital ortho image and the GIS technique were very useful for choosing the best three dimensional road design before the real road construction works in Jeju island.

• Journal of Korean Society of Forest Science
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• v.89 no.3
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• pp.431-439
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• 2000

In this study, a GIS-application model to determine the optimal route of eco-friendly forest roads and to evaluate the environmental and engineering features of the route was developed. The model consists of five modules for managing spatial and attribute data, determining the optimal route for forest road projection, evaluating environmental and engineering efficiency of forest roads, analyzing characteristics of mountain terrains and report-writing. Using the pull-down menu system, these modules were integrated to be user-friendly for forest field practitioners. Visual Basic 6.0 and Avenue were used as the programming tool and the commercial GIS softwares, ArcView 3.1, Spatial Analyst and 3-D Analyst were used as the basic engine of the model for GIS analysis. In this paper, discussed are the principles for forest road projection and evaluation and structures and application features of the model.

• Proceedings of the Korea Water Resources Association Conference
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• 2004.05b
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• pp.1157-1161
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• 2004

본 연구의 목적은 TIN(Triangulated Irregular Network)을 생성하고, GIS 기반의 지형도, 토양도 및 토지 이용도를 이용하여 WMS 6.1 모델로 홍수위별 홍수범람도를 작성하는데 있으며, 대상유역은 양화천 유역의 세1지류인 매류천과 안금천, 대신천 유역으로 선정하였다. 대상유역내의 실제 홍수범람자료를 조사하였고, Arc-view를 이용하여 DEM (Digital Elevation Model), 토지 이용도, 토양도의 GIS DB를 구축하였다. 본 연구에서 50년 빈도의 홍수위를 분석한 결과 모형을 사용한 피해 예상 지역과 실제 홍수위로 인한 피해지역이 유사하게 나타났다. 20년 빈도 홍수위에서 500년 빈도 홍수위로의 증가로 인한 침수면적의 증가율은 매류천이 가장 작았고, 안금천이 가장 컸다. 본 연구에서는 기존의 저해상도 DEM이 제외지 및 하천 제방의 영향을 전혀 고려하지 못 하였던 점을 개선하여 저해상도 DEM과 항공사진 측량자료인 고해상도 DEM을 합성하여 더욱 신뢰성 있는 홍수범람도를 작성하였다. 이 결과는 대상유역의 홍수발생시 홍수예경보 및 재해발생시 대피장소의 결정과 시설물 관리업무의 기초 자료로 활용할 수 있을 뿐만 아니라 홍수피해의 판단자료로 이용될 수 있을 것이다.

• Proceedings of the Korea Water Resources Association Conference
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• 2004.05b
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• pp.1267-1270
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• 2004

DEM(Digital Elevation Model)을 활용한 기술이 수자원분야에서 필수적인 GIS 활용기술인 이유는 DEM을 이용할 경우 유역의 수문학적 지형특성인자를 객관적인 방법으로 추출할 수 있고 이를 활용하여 분포형 수문모형을 개발, 적용할 수 있기 때문이다. 국내에서도 GIS를 이용하여 수문모형의 입력인자를 추출한 다든가 분포형 수문모형에 대한 연구를 수행할 경우 DEM을 활용한 연구를 수행하고 있다. 이러한 것은 GIS S/W인 Arc/Info, ArcView, WMS 등에서 DEM을 활용하여 수문학적인 유역분석 기능을 제공해 주기 때문에 가능하다. 즉, DEM을 이용하여 하천망을 추출하고, 유역을 분한하고 이를 이용하여 유역 Boundary 내에서의 지형특성인자를 추출하는 기능을 말한다 본 연구는 수자원분야에서 GIS를 활용할 때 필요한 필수기능인 DEM의 활용기술을 순수 국내기술로 개발하였다. DEM활용에 대한 최신 알고리즘을 검토하여 국내 기술로 개발된 GIS Engine인 GEOMaina v.3.0을 이용하여 수문학적인 DEM 활용 Module을 개발하였으며 HyGIS(Hydrologic Geography Information System)라 명하였다. 본 연구에서는 개발된 HyGIS를 이용하여 수문학적 지형특성인자를 추출하고 기존에 사용되어오던 GIS S/W와 비교 검토하여 HyGIS의 환용 가능성에 대하여 검토하고자 한다.

• Tunnel and Underground Space
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• v.11 no.1
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• pp.64-71
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• 2001

The purpose of this study is to develop rail rockfall and landslide information system to manage spatial database using GIS. For this, a spatial database containing information such as railroad, map, topographic analysis, meteorological data, and rockfall has been constructed for 2.5 km or 5 km buffer zone from the Kyungchun, Youngdong, Jungang, Taebak and Jungsun Rairoad where risk of landslide occurrence potential is high. For management of the spatial database, railroad rockfall and landslide information system has been developed. The information system consists of view, table, chart, layout and project environment. The functions provided in the system are data conversion, editing, labeling, zoom in and out, map making, graphic editing, text DB management, charting, on-line help as well as input, retrieve and output of spatial database. The system was developed using ArcView script language Avenue, and consisted of pull-down menus and icons for easy use. The spatial database and the information system can be used to rockfall and landslide management and analysis near the railroad as basic data and tool.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.6 no.6
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• pp.812-818
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• 2002

Spatio-temporal distributions of nighttime fishing fleet are descirbed with the aid of geographic information system(GIS) technology in the East/Japan Sea, using daily mean composite images of the Defense Meteorological Satellite Program(DMSP) /Operational Linescan System(OLS) in 1993. We selected a study area from $30^{\circ} N to 44^{\circ} N in latitude and from 124^{\circ} E to 142^{\circ}$ E in longitude in order to describe the monthly and seasonal changes of nighttime fishing fleet. The GIS software package Image Analyst (ArcView 3) are used to analyze spatio-temporal distributions of fishing nut. And the OLS images of nighttime visible band provide useful information about the spatio-temporal distribution of the fishing nut. Density areas of nighttime fishing fleet are around Tsushima/korea Strait. the east coast of the Korea Peninsula, the coast of Honshu, and around Yamato Bank.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1052-1056
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• 2009

본 연구에서는 대상 지점의 강우량자료와 유출수문곡선으로 전 기간에 대한 유출률과 특정기간을 갖는 유출률을 각각 산정하여 유출특성을 분석하였다. 본 연구를 수행하기 위해서 GIS 소프트웨어인 ArcInfo와 ArcView 등으로 대상유역의 유역도, 강우관측망도, 수위관측망도, 수계망도,티센망도 등을 생성하여 대상유역의 수계 특성을 파악하였다. 개발된 곡선식의 적정성을 판단하기위해 상 하류 간의 유출특성 등을 비교 분석하였으며, 유역 내 댐이나 저수지가 존재할 경우 이를 고려하였다. 유출률 산정결과, 이호대교(남한강 본류) 지점에서의 유출률은 방류량을 고려하지 않았을 경우 59.8%, 고려했을 경우 74.5%로 산정되었다. 흑천의 원덕교 지점에서는 67.1%, 경안천의 경안교 지점에서는 78.3%, 홍천강의 성포교와 남산교 지점은 각각 63.3%, 53.1%로 산정되었다. 따라서 개발된 수위-유량관계곡선식은 적정한 것으로 판단되며, 이에 근거하여 유출수문곡선은 양질의 수준인 것으로 평가되었다.

• Journal of Korean Society of Industrial and Systems Engineering
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• v.41 no.2
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• pp.74-83
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• 2018

It is very crucial activities that Korean army have to detect and recognize enemy's locations and types of weapon of their artillery firstly for effective operation of friendly force's artillery weapons during wartime. For these activities, one of the most critical artillery weapon systems is the anti-artillery radar (hereafter; radars) for immediate counter-fire operations against the target. So, in early wartime these radar's roles are very important for minimizing friendly force's damage because arbiters have to recognize a several enemy's artillery positions quickly and then to take an action right away. Up to date, Republic of Korea Army for tactical artillery operations only depends on individual commander's intuition and capability. Therefore, we propose these radars allocation model based on integer programming that combines ArcGIS (Geographic Information System) analysis data and each radar's performances which include allowable specific ranges of altitude, azimuth (FOV; field of view) and distances for target detection, and weapons types i.e., rocket, mortars and cannon ammo etc. And we demonstrate the effectiveness of their allocation's solution of available various types of radar asset through several experimental scenarios. The proposed model can be ensured the optimal detection coverage, the enhancement of artillery radar's operations and assisting a quick decision for commander finally.

• Proceedings of the KSRS Conference
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• 2003.11a
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• pp.144-146
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• 2003

Techniques for rock slope management and assessment must be developed for the prevention and mitigation of rock fall hazards. To enable this, the rock discontinuity such as fault and joint data must be surveyed, analysed and managed. For this, the discontinuities were detected by automatic and semi-automatic method using DEM and ortho-rectified image of rock slope and the rock slope analysis and management system was developed using GIS. Using the system, slope locations and discontinuities data were constructed to spatial database. The system is consist of ‘Data Management’, ‘Rock Slope DB’, ‘Basic Information’, ‘Image Processing’, ‘Image Analys ing’, ‘Edit’, ‘View’, ‘Theme’, ‘Graphic’, ‘Window’ and ‘Help’. The system was developed using avenue of ArcView 3.2.