• Journal of Korean Society on Water Environment
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• v.28 no.1
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• pp.137-147
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• 2012

Land surface temperature in ecohydrology is a variable that links surface structure to soil processes and yet its spatial prediction across landscapes with variable surface structure is poorly understood. And there are an insufficient number of soil temperature monitoring stations. In this study, a grid-based land surface temperature prediction model is proposed. Target sites are Andong and Namgang dam region. The proposed model is run in the following way. At first, geo-referenced site specific air temperatures are estimated using a kriging technique from data collected from 60 point weather stations. Then surface soil temperature is computed from the estimated geo-referenced site-specific air temperature and normalized difference vegetation index. After the model is calibrated with data collected from observed remote-sensed soil temperature, a soil temperature map is prepared based on the predictions of the model for each geo-referenced site. The daily and monthly simulated soil temperature shows that the proposed model is useful for reproducing observed soil temperature. Soil temperatures at 30 and 50 cm of soil depth are also well simulated.

• Journal of Environmental Impact Assessment
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• v.27 no.5
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• pp.447-474
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• 2018

The purpose of this study is to build a new dataset of spatially interpolated climate data of South Korea by performing various geo-statistical interpolation techniques for comparison with the LDAPS grid data of KMA. Among 595 observation data in 2017, 80 % of the total points and remaining 117 points were used for spatial mapping and quantification,respectively. IDW, cokriging, and kriging were performed via the ArcGIS10.3.1 software and Python3.6.4, and each result was then divided into three clusters and four watersheds for statistical verification. As a result, cokriging produced the most suitable grid climate data for instantaneous temperature. For 1-hr accumulated precipitation, IDW was most suitable for expressing local rainfall effects.

• Journal of the Korean Association of Geographic Information Studies
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• v.18 no.3
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• pp.52-62
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• 2015

As a recent dominant web trend, mobile first strategy has been emphasized, and interests with respect to responsive web that provides effective methodology to various mobile devices and their display resolution are also increasing. However, it is an early adoption stage in web mapping for geo-spatial applications. This study is to present some practical examples of layouts using responsive web technologies linked to geo-spatial open platform. Suggestive consideration points for further application of responsive web to geo-spatial services are presented. On test implementing, HTML5, JavaScript, and CSS3 were used, and web mapping processing using OpenLayers was performed. It is expected that responsive web applications for contents derived from geo-spatial information or location data increase.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.18 no.3
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• pp.225-231
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• 2000

Soil loss by the rains has effect on natural environment. But It is difficult to find out the data that is surveyed in watershed. In this study, we combine RUSLE and GSIS, develop a program to automatically extract geo-factors to predict soil loss, and perform recurrent analysis against actual sediment load to bring out the relativity between soil loss and sediment load. Each factors need to RUSLE conducted by grid analysis. As the process to extract terrain factor became programming, the efficiency is rised.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.06a
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• pp.67-74
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• 2008

현재의 센서 네트워크 시스템은 공간적 정보를 배제한 센서 데이터스트림에 대한 저장 및 검색 방안에 대한 연구에 치중되어 있다. 하지만, 이러한 센서 네트워크가 공간적 정보와 결합하게 되면 훨씬 더 많은 응용과 의미 있는 데이터로 가공될 수 있다. 본 논문은 GeoSensor Network에서 공간적 정보와 데이터스트림이 결합된 공간 데이터스트림 정의 및 공간 데이터스트림간 조인 전략들과 그에 따른 조인 전략들 간의 비용을 추정하는 비용 모델을 제시하였다. 공간 데이터스트림간 조인 전략을 위해 Nested Loop 조인, Grid File, R-tree 알고리즘을 사용하였고, 단방향 Nested Loop 조인, 단방향 Grid 조인, 단방향 R-tree 조인 기법들을 조합하여 조인 전략들 간의 비용을 추정하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.166-170
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• 2011

HEC-GeoRAS는 HEC-RAS의 모의값을 토대로 지형공간자료로 나타내기 위한 ArcView GIS의 확장모형이다. 이모형은 홍수 범람도 작성 및 침수피해 위험도 평가 등에 이용되고 있으며, 이때 홍수 범람도 작성이나 침수범위 설정에 이용되는 지형자료가 수치지형모형(DTM)이다. 수치지형모형에서 표고는 수치지도와 횡단자료를 중첩시켜 만든 TIN(Triangulated Irregular Network)과 같은 자료 구조 규칙을 사용하여 저장된다. HEC-GeoRAS에서 여러 가지 RAS Themes을 만드는데 이 중에서 지형속성 Themes을 생성할 때 문제점이 발생하는데 사용자가 HEC-GeoRAS 사용하여 직접 드로잉하기 때문에 잘못된 위치에 지형속성자료를 입력할 수 있다는 것이다. 또한 TIN생성 시 하천 고수호안이 수직 옹벽형태로 되어 있으면 벽체에 여러 개의 고도자료가 존재하는데 한 개의 고도값만 입력할 수 있어 횡단면이 왜곡된다는 점이다. 본 연구에서는 이러한 문제점을 해결하고자 ArcView GIS에서 RAS Themes을 구축할 때 Auto CAD를 사용하여 지형속성자료를 드로잉 하였고, 수직 옹벽형태의 측점을 수정하여 고도값을 추가 입력하였다. 연구 대상지역은 광주천으로 고수호안이 수직 옹벽형태로 되어 있어 벽체에 여러 개의 고도값이 존재하므로 TIN 구축 시 횡단면이 왜곡되는 하천이다. 연구결과 횡단자료가 갖고 있는 좌표를 Auto CAD에서 입력할 수 있어 정확한 위치에 지형속성자료를 생성할 수 있었다. 또한 수직 옹벽형태의 측점을 수정하여 고도값을 추가 입력함으로써 횡단면 왜곡을 보완할 수 있었다. 홍수량에 따른 최대 침수심과 침수면적을 분석한 결과 횡단자료 수정 전 후 2배정도 차이가 생김을 알 수 있었다. 본 연구의 결과를 이용하면 보다 정확한 침수범위를 설정할 수 있고, 저빈도 홍수위 분석도 용이할 것이다.

• Korean Journal of Remote Sensing
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• v.24 no.2
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• pp.179-188
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• 2008

This study aims for generating a city spatial model required for the creation of a 3D noise map. In this study, we propose an efficient method to generate 3D models of the terrain and buildings using only a digital map and draft maps previously established without using any sensory data. The terrain model is generated by interpolating into a grid the elevation values derived from both the contour lines and the elevation point of the digital map. Building model is generated by combining the 2D building boundaries and the building elevations extracted from the digital map and the draft map, respectively. This method has been then applied to a digital map and three sets of draft maps created in the different times. covering the entire area of Yeongdeungpo-gu. The generated city spatial model has been successfully utilized for the noise analysis and the 3D visualization of the analysis results.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.19 no.3
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• pp.253-265
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• 2007

This study applied the previous results of the NAO model, a tidal correction model, to the open boundary condition for the behavior of tidal elevation and tidal currents in the South Sea. This study used the EFDC model considering the wetting and drying problem and using the $\sigma-coordinate$ as a vertical coordinate and generated two mesh cases of the constant grid size of 2.0 km and the variable grid size of $0.5\sim2.0km$. The numerical results for the tides showed that the predicted results were in quite good agreements with the observational data acquired from the tidal stations of the NORI. The predicted tides were observed to propagate from the east area to the west area in the South Sea. The verification results reveal that the numerical results are more correlated with the measured tidal data as the grid size decreases. The grid size of 2 km results in proper simulation of tidal currents in wide waterway and offshore area whereas the numerical results from the grid size of 0.5 km tend to somewhat underestimate the tidal currents affected by narrow waterway and topography in inner-bay.

• Journal of the Korean GEO-environmental Society
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• v.7 no.5
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• pp.41-48
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• 2006

Crib wall is one of the segmental grid retaining walls using headers and stretchers to establish the framework of the wall. In this method, grids formed by the intersection of headers and stretchers are generally filled with the gravel to maintain the weight of the wall. Therefore, the construction can be carried out with higher speed and much economically when compared with the concrete retaining wall. Furthermore, it has high drain capacity, and environmentally friendly aspects also have been pointed out because the possibility of the planting at the front of the wall. However, in the crib wall method, the relative movement between the individual headers and stretchers was generally recognized, and stress redistribution in the gravel filling was also observed when subjected to the external loading and self-weight of filling. Therefore, it has been thought that the distribution of the earth pressure in the crib wall system differ from that of the concrete retaining wall. In this study, the surcharge tests using the scaled model crib wall was carried out to observe the distribution of the earth pressure in the segmental grid retaining wall. The earth pressure was measured in the six specified height of wall, and the distribution of the pressure was analyzed. Furthermore, the earth pressure by computation or by the test using the concrete retaining wall was also considered to make comparison.

• Journal of Korea Water Resources Association
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• v.38 no.3 s.152
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• pp.245-257
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• 2005

The purpose of the present study is examining the changes of runoff characteristics and extracting hydrologic parameters by applying ModClark model on grid divided watershed. Bocheong stream basin in Geum River system, one of the representative watersheds of IHP projects, is selected. Hydrology-based topographical informations are calculated using GIS data in the HEC-GeoHMS V1.1 extension in Arcview 3.2. The ModClark model requires precipitation data in a gridded format. The gridded data must be recorded in the HEC Data Storage System file format. Therefore, kriging method was used to interpolate the point values to create a grid that gives each cell over the entire watershed a precipitation value. Hec-DSSVue program was used to create DSS file for the rain gage data. The completed HEC-HMS model was calibrated for use in simulating three measured storm events and cell size of 10000m, 5000m, 2000m, 1000m was chosen for the application. As the result of applying distributed rainfall-runoff model to analyze relatively good agreement for peak discharge, runoff volume and peak time.