• Title/Summary/Keyword: 축척 1:1000

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Assessing the Positioning Accuracy of High density Point Clouds produced from Rotary Wing Quadrocopter Unmanned Aerial System based Imagery (회전익 UAS 영상기반 고밀도 측점자료의 위치 정확도 평가)

  • Lee, Yong Chang
    • Journal of Korean Society for Geospatial Information Science
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    • v.23 no.2
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    • pp.39-48
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    • 2015
  • Lately, Unmanned Aerial Vehicles(UAV), Unmanned Aerial Systems(UAS) or also often known as drones, as a data acquisition platform and as a measurement instrument are becoming attractive for many photogrammetric surveying applications, especially generation of the high density point clouds(HDPC). This paper presents the performance evaluation of a low-cost rotary wing quadrocopter UAS for generation of the HDPC in a test bed environment. Its performance was assessed by comparing the coordinates of UAS based HDPC to the results of Network RTK GNSS surveying with 62 ground check points. The results indicate that the position RMSE of the check points are ${\sigma}_H={\pm}0.102m$ in Horizonatal plane, and ${\sigma}_V={\pm}0.209m$ in vertical, and the maxium deviation of Elevation was 0.570m within block area of ortho-photo mosaic. Therefore the required level of accuracy at NGII for production of ortho-images mosaic at a scale of 1:1000 was reached, UAS based imagery was found to make use of it to update scale 1:1000 map. And also, since this results are less than or equal to the required level in working rule agreement for airborne laser scanning surveying of NGII for Digital Elevation Model generation of grids $1m{\times}1m$ and 1:1000 scale, could be applied with production of topographic map and ortho-image mosaic at a scale of 1:1000~1:2500 over small-scale areas.

A Study on the Consecutive Renewal of Road and Building Information in the Multi-scale Digital Maps (다축척 수치지도의 도로 및 건물정보 일괄갱신 연구)

  • Park, Kyeong-Sik
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.29 no.1
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    • pp.21-28
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    • 2011
  • In the existing digital map of the Ver.1.0, it is impossible to make a small scale digital map, which is under the 1/5000 scale map, by using the 1/1000 digital map which is the most large scale one. Because of this reason, the existing digital maps are produced into a 1/1000 and a 1/5000 map by means of two different scale aerial photos. The next generation digital map should be successively related to a small scale digital map based on the most large scale digital one. This is so important from the aspects of data share and the consecutive renewal. Ever since the development of the digital map of the Ver. 2.0, the possibility of making a multi-scale consecutive digital map has been presented and the related research has been done again. The most basic thing in the multi-scale digital maps is to decide the criteria of the generalization between the two scales. In this study, I try to formulate the criteria of the generalization required to make the 1/5000 digital map by using the 111000 digital one. In addition, I by to explore the application possibility of the consecutive renewal by carrying out auto-generalization.

A Study on the Improvement of 1/1,000 Digital Map Construction System (1/1,000 수치지도 구축체계 개선방안 연구)

  • Park, Chan Hyeok;Song, Yeong Sun;Kim, Won Dae;Lee, Sang Ho
    • Journal of Korean Society for Geospatial Information Science
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    • v.24 no.4
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    • pp.29-38
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    • 2016
  • The maps produced by the NGII(geographical information institute) are composed of 1/1,000, 1/2,500, 1/5,000 large scale maps, 1/25,000, 1/50,000 and smaller scale maps. 1/1,000 digital map, as the most large-scale digital map made by the NGII, has been constructed with the beginning of NGIS(national geographic information System) Project in 1995. However, 1/1000 digital maps have been not produced by the fundamental survey on the basis of systematic planning at the national level, but a lot of parts have been constructed by the public survey for the purpose of the fiscal year of the local governments. Also, these maps have been not regularly updated because of big budget. In this study, we investigated problems related to the construction status, system, and area, and suggested plans that can improve these problems. As the improvement plan, we proposed a nationwide three regionalization for short-term modification and long-term regular update, reset of core downtown boundaries based on topographical features, diversification of budget execution method and an improved execution system.

Analysis of the Feasibility of GNSS/Geoid Technology in Determining Orthometric Height in Mountain (산악지 표고결정에 있어서 GNSS/Geoid 기술의 활용가능성 분석)

  • Lee, Suk Bae;Lee, Keun Sang;Lee, Min Kun
    • Journal of Korean Society for Geospatial Information Science
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    • v.25 no.2
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    • pp.57-65
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    • 2017
  • The purpose of this study is to analyze the feasibility of using Global Navigation Satellite System(GNSS)/Geoid technology in determining orthometric height in mountain. For the study, a test bed was set up in and around Mount Jiri and GNSS surveying were conducted. The orthometric height of 39 benchmarks was determined by applying the EGM2008, KNGeoid13, and KNGeoid14 geoid models and the accuracy was estimated by comparing with the offical Benchmarks orthometric height value issued by National Geographic Information Institute(NGII) and finally, the results were analyzed with the Aerial Photogrammetry Work Regulations. As a result of the study, it was found that the accuracy of the orthometric height determination by GNSS/Geoid technology was ${\pm}7.1cm$ when the KNGeoid14 geoid model was applied. And also, it can be confirmed that it is usable for the less than 1/1000 plotting scales as a vertical reference point for the aerial triangulation in Aerial Photogrammetry.

도시 하천 장애물에 의한 흐름특성 변화에 관한 실험적 연구

  • 심기오;김규춘
    • Proceedings of the Korea Water Resources Association Conference
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    • 1993.07a
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    • pp.107-113
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    • 1993
  • 도시가 발달함에 따라 늘어나는 교통량과 주차공간 등의 부족을 해소하기 위해 하천에 교량을 증설하건 복개를 하는 경우가 많아지고 있다. 이와 같은 현상은 수리학적으로 바람직한 현상이 아니므로 과연 하천에 장애물을 설치할 경우 이들 장애물에 의하여 하천 흐름이 어떻게 영향을 받는지를 실험적으로 분석해 보았다. 모형은 중랑천과 한천로상의 교량 형태를 점검하고 이들을 7개의 형태로 분류 1/50의 축척을 사용하여 제작하였다. 실험장치는 국립 건설시험소에 있는 직선 개수로를 이용하였으며 실험을 위하여 하천의 경사는 1/500, 1/750과 1/1000을 그리고, 하천 유량은 200, 350, 500 CMS를 각각 선택하였다. 하천에 교량의 장애물 설치시 구조물 형태에 따라 6~30%의 수위 상승효과가 있었으며 표면 유속은 7~23%의 감속 효과가 있었다.

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A Study of the Census, Digital Maps, and GIS Applications of the Census Data for Urban and Environmental Analysis (도시·환경분석을 위한 센서스와 수치지도의 통합에 관한 연구)

  • Koo, Chamun
    • Journal of the Korean Association of Geographic Information Studies
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    • v.1 no.1
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    • pp.39-51
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    • 1998
  • The purpose of this study is to find out the ways to supplement the Census, the digital maps, and their integration in comparison with the U.S. Census and the TIGER file and in light of their usefulness for urban and environmental analysis in Korea. Recommendations in this study are: (1) to include questions on household income and housing price in the Census, (2) to implement a 1~5% sampling survey similar to PUMS in the U.S. Census, (3) to make the Census Tract as a minimum size unit of analysis through subdivision of current Eup, Myon, and Dong into 5~10 smaller units, and (4) to utilize the 1:5,000 scale digital maps completed by the Korea National Geographic Institute for the fast and efficient activation of digital maps instead of producing 1:1,000 or 1:1,200 scale digital maps through each city's effort.

Comparison of slope degrees between Digital Map and Measurement value (수치지도와 측량값의 경사 정확도 비교)

  • Kim, Jun-Hyung
    • Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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    • 2010.06a
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    • pp.116-116
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    • 2010
  • 오늘 날, 수치지도는 모든 정보시스템의 기초자료로서 그 가치가 높으며 사회시스템을 구축 관리하는데 있어 수치지도 활용도가 보다 높아지고 있다. 본 논문은 수치지도와 측량값의 경사 분석 데이터를 비교하여, 수치지도를 통해 경사값을 분석하는데 있어 그 신뢰성을 확보하고자 하는데 목적이 있다. 본 연구에서는 수치지도의 경사 정확도에 대한 국내 및 국외의 기준을 제시하고 ArcView를 이용한 경사분석값과, 측량기기를 이용한 실측값을 비교하여 수치지도의 경사 정확도를 분석하는 단계로 진행할 것이며, 도심지역에서 제공되는 1:1000, 1:5000 지도를 이용하여 각 축척별로 경사에 대한 오차율을 밝히고 통계값을 제시하는 순서로 진행될 것이다. 본 연구를 통해 실측을 통하지 않고 수치지도만으로 경사를 분석하는 경우, 그 신뢰성을 가늠해 볼 수 있을 것이라 기대한다.

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Accuracy Assessment of LiDAR DEM Using GPS (GPS에 의한 LiDAR DEM의 정확도 평가)

  • Kang, Joon-Mook;Yoon, Hee-Cheon;Lee, Chang-Bok;Park, Joon-Kyu
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.24 no.5
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    • pp.443-451
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    • 2006
  • DEM has been used for various purposes overall fields of engineering, the fields of civil engineering, military, communication, environment, and so forth and its applications are being extending increasingly. It is well hewn that LiDAR DEM is definitely superior to the other surveying methods. But LiDAR DEM run short of a full study about vertical accuracy. In order to assess LiDAR DEM, total 35 stations were selected and surveyed by GPS for utilizing as reference data. And then accuracy of LiDAR DEM was analyzed by comparison between both LiDAR DEM and CPS surveying. The RMSE of ${\pm}0.109m$ was shown in vertical direction. It is within the permissible accuracy required for mapping on a scale of 1 to 500 and 1 to 1000 on the mapping rule notified by the National Geographic Information Institute. It is expected that the results of this study will be fully used in the field of large scale DEM generation and be utilized as basic information in applied field of LiDAR DEM.

Extracting High Quality Thematic Information by Using High-Resolution Satellite Imagery (고해상도 위성영상을 이용한 정밀 주제 정보 추출)

  • Lee, Hyun-Jik;Ru, Ji-Ho;Yu, Young-Geol
    • Journal of Korean Society for Geospatial Information Science
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    • v.18 no.1
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    • pp.73-81
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    • 2010
  • In recent years, there have been diverse researches and utilizations of creating geo-spatial information with high resolution satellite images. However thematic maps made with middle or low resolution satellite images have low location accuracy and precision of thematic information. This study set out to propose a method of making a precision thematic map with high resolution satellite images by examining the conversion from the conventional method based on middle or low resolution satellite images to the automatic method based on high resolution satellite images of GSD 1m or lower, extracting thematic information of middle or large scale of 1/5,000 or lower, and analyzing its accuracy. Seven classification classes were categorized according to the object-oriented classification in order to automatically extract thematic information with high resolution satellite images. And the classification results were compared and analyzed with the old middle scale land cover map and 1/1000 digital map.

Isolation and Characterization of Hydrogen Producing Bacterium (수소생산균 Enterobacter cloacae YJ -1의 분리 및 특성)

  • 이기석;강창민;정선용
    • KSBB Journal
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    • v.18 no.2
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    • pp.149-154
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    • 2003
  • The hydrogen-producing bacterium was isolated from fresh water and identified as Enterobacter cloacae. The isolated was named Enterobacter cloacae YJ-1. In batch culture, The optimum cultivation temperature and pH of strain YJ-1 was 35℃ and 7.5, respectively. All of the added glucose was consumed completely during fermentation even though pH was not controlled. Amount of hydrogen produced on each condition of 2% glucose, 4% sucrose and 5% fructose was 950, 1000 and 948 mL/L, respectively and resulted in increasing hydrogen production approximately 2.5-times more than controlled condition. The maximum hydrogen production was obtained when 50 mM phosphate was added. In repeated-batch culture, hydrogen gas of 1920 mL/L was totally produced for 48. The maximum hydrogen was produced on the condition of 0.5% yeast extract, but the production amount was not changed on the condition of over 0.5%. Most of the organic acids produced during the fermentation were formic and acetic acid, and propionic acid was moiety also generated.