• 제목/요약/키워드: ArcGIS analysis

Search Result 296, Processing Time 0.031 seconds

Predicting Common Moving Pattern of Livestock Vehicles by Using GPS and GIS: A case study of Jeju Island, South Korea

  • Qasim, Waqas;Jo, Jae Min;Jo, Jin Seok;Moon, Byeong Eun;Ko, Han Jong;Son, Won Geun;Son, Se Seung;Kim, Hyeon Tae
    • Proceedings of the Korean Society for Agricultural Machinery Conference
    • /
    • 2017.04a
    • /
    • pp.31-31
    • /
    • 2017
  • On farm evaluation for the control of airborne diseases like FMD and flu virus has been done in past but control of disease in process of transportation of livestock and manures is still needed. The objective of this study was to predict a common pattern of livestock vehicles movement. The analysis were done on GPS data, collected from drivers of livestock vehicles in Jeju Island, South Korea in year 2012 and 2013. The GPS data include the coordinates of moving vehicles according to time and dates, livestock farms and manure keeping sites. 2012 year data was added to ArcGIS and different tools were used for predicting common vehicle moving pattern. The common pattern of year 2012 were determined and considered as predicted common pattern for year 2013. To compare with actual pattern of year 2013 the same analysis was done to find the difference in 2012 and 2013 pattern. When the manure keeping sites and livestock farms were same in both years, as a result common pattern of 2012 and 2013 were similar but difference were found in patterns when the manure keeping sites and livestock farms were changed. In future for more accurate results and to predict the accurate pattern of vehicles movement, more dependent and independent variables will be required to make a suitable model for prediction.

  • PDF

Application Strategies for IRWMS through internal and external water management systems analysis (국외 유역통합 물관리 시스템 분석을 통한 IRWMS 활용방안)

  • Kim, Eu-Gene;Oh, Chung-Whan;Kim, Nam-Il;Koh, Ick-Hwan
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2009.05a
    • /
    • pp.1678-1682
    • /
    • 2009
  • IRWMS(Integrated Real time Water Management System)은 우리나라의 수자원 운영환경에 부합하도록 하천유역에 수자원 통합관리 개념을 도입한 실시간 물관리 의사결정지원 시스템이다. 국내 기술로 개발하여 실무에 적용함으로써 수자원 이용 효율을 극대화하고 선진국 수준의 수자원 관리기술을 확보하기 위한 방안으로 개발되어졌다. 이러한 물관리 시스템 구축을 위해서는 통합 유역에 적합한 모형의 선택과 이수, 치수, 수질 관리 모델의 통합 방안, 해당 유역특성을 반영한 시스템 구성 방법, 각각의 모형의 입,출력 자료의 관리 및 실무에 적용하기 용이한 GUI 구성 등을 고려하여야 한다. 물관리 시스템은 GIS 기반의 해석모형과 웹기반의 정보, 지식 전달 시스템, 수문자료 관리를 위한 DB시스템 등으로 구성되어져 있으며 SOBEK, RIBASIM, MIKE BASIN, WEAP 등 다양한 물관리 시스템들은 각각의 개발 시기나 쓰임에 따라 해석모형과 DB의 사용유무 등 여러 기능들을 차별화하여 구성하고 있다. RIBASIM(RIver BAsin SIMulation)의 경우 다양한 해석모형 들을 각각의 과정에 따라 사용하고 있으며 CMT(Case Management tool), CAT(Case Analysis Tool)라 불리는 기능들을 통하여 각각의 과정을 순차적으로 진행하고 분석하고 있으며 자사의 수문DB관리 프로그램, 수질, GIS도구 등과 연동하여 사용되고 있다. MIKE BASIN의 경우 ArcGIS의 EXTENSION으로 강력한 GIS기능과 비쥬얼한 화면 구성을 그 특징으로 가지고 있다. IRWMS는 강우유출모형과 댐군 저수지 연계 운영모형, 수질모형으로 구성되어져 있으며 DB와의 연동을 통하여 실시간으로 의사결정자들이 의사결정을 지원하며 실무진 중심의 GUI구성을 통하여 실용성을 중심에 두었다. IRWMS는 금강, 낙동강의 구축사례에서 보듯이 실시간 운영으로 수자원 관리 실무진의 사용에 그 주안점을 두었지만 차후 범용화와 상기에서 언급한 여러 국내외 시스템들의 장점을 받아들인다면 각각의 유역특성에 맞는 다양한 활용으로 수자원기술의 선진화에 크게 기여를 할 것이다.

  • PDF

Verification of Landslide Hazard using RS and GIS Methods (RS와 GIS 기법을 활용한 산사태 위험성의 검증)

  • Cho, Nam-Chun;Choi, Chul-Uong;Jeon, Seong-Woo;Han, Kyung-Soo
    • Journal of the Korean Association of Geographic Information Studies
    • /
    • v.9 no.2
    • /
    • pp.54-66
    • /
    • 2006
  • Korea Forest Service made the landslide hazard map for all mountainous districts over the country in May 2005. In this study, we selected landslide areas occurred in Jeonbuk from 02 August 2005 to 03 August 2005 as the study area. We extracted landslide areas using images taken by PKNU 3 System, which was developed by PE&RS Laboratory in Dept. of Satellite Information Sciences, Pukyong National University and verified the accuracy of landslide hazard map by overlaying landslide hazard areas extracted by PKNU 3 images. And we analyzed characteristics of an altitude, a gradient, an inclined direction, a flow length, a flow accumulation for landslide areas using mountainous terrain analysis and Stream Network analysis of ArvView 3.3. As a result of this study, it is necessary to adjust the unitage(%) by the class and to modify and improve the score table for prediction of landslide-susceptible area forming the foundation of making the landslide hazard maps.

  • PDF

Geographic information system analysis on the distribution of patients visiting the periodontology department at a dental college hospital

  • Jeong, Byungjoon;Joo, Hyun-Tae;Shin, Hyun-Seung;Lim, Mi-Hwa;Park, Jung-Chul
    • Journal of Periodontal and Implant Science
    • /
    • v.46 no.3
    • /
    • pp.207-217
    • /
    • 2016
  • Purpose: The aim of this study is to analyze and visualize the distribution of patients visiting the periodontology department at a dental college hospital, using a geographic information system (GIS) to utilize these data in patient care and treatment planning, which may help to assess the risk and prevent periodontal diseases. Methods: Basic patient information data were obtained from Dankook University Dental Hospital, including the unit number, gender, date of birth, and address, down to the dong (neighborhood) administrative district unit, of 306,656 patients who visited the hospital between 2007 and 2014. The data of only 26,457 patients who visited the periodontology department were included in this analysis. The patient distribution was visualized using GIS. Statistical analyses including multiple regression, logistic regression, and geographically weighted regression were performed using SAS 9.3 and ArcGIS 10.1. Five factors, namely proximity, accessibility, age, gender, and socioeconomic status, were investigated as the explanatory variables of the patient distribution. Results: The visualized patient data showed a nationwide scale of the patient distribution. The mean distance from each patient's regional center to the hospital was $30.94{\pm}29.62km$ and was inversely proportional to the number of patients from the respective regions. The distance from a regional center to the adjacent toll gate had various effects depending on the local distance from the hospital. The average age of the patients was $52.41{\pm}12.97years$. Further, a majority of regions showed a male dominance. Personal income had inconsistent results between analyses. Conclusions: The distribution of patients is significantly affected by the proximity, accessibility, age, gender and socioeconomic status of patients, and the patients visiting the periodontology department travelled farther distances than those visiting the other departments. The underlying reason for this needs to be analyzed further.

Establishment of 2-Dimensional Flood Inundation Analysis Method Considering Building Effects (건물의 영향을 고려한 제내지에서의 2차원 침수해석 기법 확립)

  • Cho, Wan-Hee;Han, Kun-Yeun;Ha, Chang-Yong;Kim, Young-Joo
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2010.05a
    • /
    • pp.739-743
    • /
    • 2010
  • 본 연구에서는 확산파 기반의 2차원 침수해석 모형을 이용하여 울산광역시 태화강 유역에 대하여 침수시 건물 안으로의 흐름은 없다는 가정 하에서 건물로 인한 흐름의 양상, 침수심, 침수위등을 분석하였다. 지형자료는 최근 대도시를 중심으로 구축되고 있는 1m 간격으로 수집된 LiDAR 자료를 바탕으로 10m간격의 정형격자를 통하여 지형자료를 생성하였으며, 수치지도로부터 추출된 건물을 ArcView 등의 GIS Tool을 활용하여 LiDAR 자료와 합성하여 2차원 침수해석에 적용되는 지형자료를 구성하였다. 200년 빈도의 확률강우에 대한 유출해석 결과를 이용하여 FLDWAV 모형을 적용한 태화강에 대한 1차원 하천해석을 실시하였고, 제방파제에 대한 가상의 시나리오를 생성하여 파제에 따른 외수범람에 대한 2차원 침수해석을 실시하였으며, 침수해석 결과를 각 시간별로 가시화함으로써 효율적이며 정확한 침수해석 방법을 제안하고자 하였다. 침수해석 결과에 대한 분석을 통하여 침수면적에 따른 적합도가 건물의 영향을 고려한 경우와 그렇지 않은 경우를 비교한 결과 90%이하로 떨어지는 것을 확인하였고, 침수심과 침수위에 대한 분석을 통하여 침수심은 건물 영향 고려시 낮게 산정되나 침수위로 고려시 높은 수위 값을 나타내는 것을 확인하였다.

  • PDF

Estimation of Precipitation Correction Factor and Flood Runoff Analysis of Urban Stream using Distributed Model and the Radar Image (레이더 영상과 분포형 모형을 활용한 도심하천의 홍수유출해석 및 강우보정계수 산정)

  • Kang, Bo-Seong;Yang, Sung-Kee;Jung, Woo-Yeol
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2016.05a
    • /
    • pp.544-544
    • /
    • 2016
  • 최근 지구온난화 등 기후변화에 따른 돌발 홍수가 계절과 관계없이 빈번하게 발생하고 있으며, 국지성 호우 및 태풍의 영향으로 인한 홍수피해가 매년 발생하고 있다. 이와 같은 피해를 저감하기 위해서는 정확한 강우 관측 및 홍수량 산정이 매우 중요하기 때문에 많은 수문학적 연구와 기술 발달이 이루어지고 있다. 그 중 강우의 변화를 실시간으로 관측 가능한 레이더영상 자료의 활용성이 증대되어 활발한 연구가 진행되고 있으나, 제주도의 경우 다른 지역에 비해 연구가 미흡한 실정이다. 이에 따라, 제주도 유역을 대상으로 유역의 공간적 특성을 격자기반으로 분석하고 매개변수 산정 시 경험적 요인을 제거할 수 있는 분포형 모형인 Vflo와 기상청에서 제공하는 레이더 영상자료 및 강우자료를 활용하여 연구를 수행하였다. 본 연구에서는 Arc-GIS를 이용하여 제주도 도심하천인 외도천 유역의 지형적 지리적 특성(DEM, 토양도, 토지피복도 등)을 $30m{\times}30m$ 격자크기로 분석하고, 레이더영상 자료로부터 강우 자료를 추출하였으며, 분포형 모형(Vflo)을 활용하여 유출량을 모의하였다. FSIV기법을 통해 현장 관측한 유출량과 비교 분석하였으며, 레이더 영상자료로부터 추출한 강우자료는 AWS자료를 활용하여 제주도에 적합한 강우보정계수를 산정하였다. 이와 같은 연구를 통해 향후 제주도 미계측 유역의 홍수량 산정이 가능할 것으로 판단되며, 하천기본계획 및 유역종합치수계획 등 치수계획 수립 시 많은 활용이 될 것으로 기대한다.

  • PDF

Development of Integrated Planning Simulation Model for Supporting Rural Village Planning (농촌마을계획 지원을 위한 통합계획모의모형의 개발)

  • Kim, Dae-Sik;Chung, Ha-Woo
    • Journal of Korean Society of Rural Planning
    • /
    • v.9 no.4 s.21
    • /
    • pp.43-51
    • /
    • 2003
  • This study aims to integrate the simulation models for rural settlement planning (SimRusep) in the district level (Myon) area of rural counties. The SimRusep, which has two modules of key villages selection and spatial planning for the selected villages, consists of four sub-models such as the spatial location-allocation model of center villages (SLAMCV), the potential centrality evaluation model (PCEM), the land use planning model (LUPM), and the 3-dimensional spatial planning modeller (3DSPLAM). Basically, map data of the integrated system which can be operated on the UNIX environment is inputted and treated using GIS (ARC/INFO) and then its village planning results is graphically presented on the AutoCAD. In order to verify the practical applicabilities of the SimRusep, an administrative area, Ucheon-myun, HoengSung-gun, KangWon-do, was selected as a case study area. It was well operated in the strategic application trials considering application of each sub-model in the study area. The operation results of the SimRusep showed the possibilities of realtime simulation from the selection of key village to its final stereoscopic presentation of planned results. Alternative village plan proposals can be swiftly drafted, which means very practical support for decision making process and public participation.

Spatial Implications of Euclidean Distance on the Service Use in Oriental Medicine Hospital (공간적 거리와 한방병원 서비스의 이용 간의 관계에 관한 연구)

  • Lee, Kwang-Soo;Lee, Jung-Soo;Hong, Sang-Jin;Chun, Bong-Jae
    • The Korean Journal of Health Service Management
    • /
    • v.4 no.2
    • /
    • pp.23-31
    • /
    • 2010
  • This study analyzed whether the patients' visits to oriental medicine hospitals were influenced by the Euclidean distance from patients' residence to oriental medicine hospitals. Patient who visited two oriental medicine hospitals in a metropolitan area were selected for study sample. The number of patient from each Dong (which is the smallest administrative district) to two hospitals was calculated based on claims data in 2008. ArcGIS was used to calculate the distance. Distance variable was not statistically significant in regression analysis after controlling the difference of socio-economic status of people in each Dong. It seems that distance factor did not play an important role in deciding whether to use the services of oriental medicine hospitals in a metropolitan area.

Flood Hazard Map in Woo Ee Stream Basin Using Conclusive Hydraulic Routing Model (결정론적 홍수위 추적 모형을 이용한 우이천 유역의 홍수범람도 작성)

  • Moon, Young-Il;Yoon, Sun-Kwon;Kim, Jae-Hyun;Ahn, Jae-Hyun
    • 한국방재학회:학술대회논문집
    • /
    • 2008.02a
    • /
    • pp.637-640
    • /
    • 2008
  • Flood control and river improvement works are carried out every year for the defense of the flood disaster, it is impossible to avoid the damage when there is a flood exceeding the capacity of hydraulic structures. Therefore, nonstructural counter plans such as the establishment of flood hazard maps, the flood warning systems are essential with structural counter plans. In this study, analysis of the internal inundation effect using rainfall runoff model such as PC-SWMM was applied to Woo Ee experimental stream basin. Also, the design frequency analysis for effects of the external inundation was accomplished by main parameter estimation for conclusive hydraulic routing using HEC-RAS model. Finally, inundated areas for flood hazard map were estimated at Woo Ee downstream basin according to flood frequency using HEC-GeoRAS model linked by Arc View GIS.

  • PDF

Cross-Validation of SPT-N Values in Pohang Ground Using Geostatistics and Surface Wave Multi-Channel Analysis (지구통계기법과 표면파 다중채널분석을 이용한 포항 지반의 SPT-N value 교차검증)

  • Kim, Kyung-Oh;Han, Heui-Soo
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.21 no.10
    • /
    • pp.393-405
    • /
    • 2020
  • Various geotechnical information is required to evaluate the stability of the ground and a foundation once liquefaction occurs due to earthquakes, such as the soil strength and groundwater level. The results of the Standard Penetration Test (SPT) conducted in Korea are registered in the National Geotechnical Information Portal System. If geotechnical information for a non-drilled area is needed, geostatistics can be applied. This paper is about the feasibility of obtaining ground information by the Empirical Bayesian Kriging (EBK) method and the Inverse Distance Weighting Method (IDWM). Esri's ArcGIS Pro program was used to estimate these techniques. The soil strength parameter of the drilling area and the level of groundwater obtained from the standard penetration test were cross-validated with the results of the analysis technique. In addition, Multichannel Analysis of Surface Waves (MASW) was conducted to verify the techniques used in the analysis. The Buk-gu area of Pohang was divided into 1.0 km×1.0 km and 110 zones. The cross-validation for the SPT N value and groundwater level through EBK and IDWM showed that both techniques were suitable. MASW presented an approximate section area, making it difficult to clearly grasp the distribution pattern and groundwater level of the SPT N value.