RISS 학술연구정보서비스

검색

인기 검색어

    다국어 입력

    http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

    변환된 중국어를 복사하여 사용하시면 됩니다.

    예시)
    • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
    • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
    닫기

    지역좌표의 세계좌표 변환 성과 검증 및 정확도 향상 방안 = A Study on the Verification of Results in Transforming Local Coordinate to the World Coordinate and Its Accuracy Improvement

    한글로보기

    https://www.riss.kr/link?id=T13527606

    • 0

      상세조회
    • 0

      다운로드
    서지정보 열기
    • 내보내기
    • 내책장담기
    • 공유하기
      • URL 복사
    • 오류접수
    인용문이 복사되었습니다.

    부가정보

    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    This study was conducted to transform the local coordinate system to the world coordinate system using the existing coordinate transformation method and to verify its accuracy through field survey. In addition, an additional coordinate transformation and analysis were conducted based on the result of the analysis to suggest the method of improving the accuracy of coordinate transformation. The results of the study are as below.
    The 13,292-thousand-meter-wide areas, 14 consolidated lands of 5,369 lots with 307 cadastral maps, which are located in Boeun-gun, Chungcheongbuk-do, were selected for an experimental study on transformation of the local coordinate system to the world coordinate system. After producing the coordinate transformation parameters using the observation data of the GNSS control points, coordinates were transformed.
    As a result of the first transformation, it was found that the average standard deviations of coordinate transformation for 307 cadastral maps, except Hakrim District, were X=0.05m and Y=0.05m which was a very favorable result. However, there were some differences occurred according to the application of the control point on each district. As a result of analysis using newly established standing points on the displacement of Hakrim District whose control points disappeared at the time of the study, it was confirmed that its average standard deviations are X=0.30m and Y=0.13m, which implied that the control points are influential.
    As a result of analyzing districts that were consolidated at two different times, the average standard deviations were X=0.05m and Y=0.05m which was a favorable result. However, in the cadastral maps, map bias (standard deviation: X=0.09m, Y=0.10m) was found according to map matching of each district.
    Based on the result of the first analysis, 20 points of four districts in Wolsong District were selected using transformed coordinates and actual coordinates as the second common point and four common points that are located in the outskirts of the districts were designated. As a result of the subject analysis using the field points after transforming the second world coordinates, it was found that the distances from the points where the field boundaries were recovered became slightly narrowed and the surface area was also minutely changed.
    In conclusion, the results of the first world coordinate transformation are within the error range only with the control points. However, if the second world coordinate transformation is conducted using the actual field points, considering the location of points recovered on the field and the proximity of the drawings transformed to world coordinates, the accuracy of surface area calculation is expected to improve.
    번역하기

    This study was conducted to transform the local coordinate system to the world coordinate system using the existing coordinate transformation method and to verify its accuracy through field survey. In addition, an additional coordinate transformation ...

    This study was conducted to transform the local coordinate system to the world coordinate system using the existing coordinate transformation method and to verify its accuracy through field survey. In addition, an additional coordinate transformation and analysis were conducted based on the result of the analysis to suggest the method of improving the accuracy of coordinate transformation. The results of the study are as below.
    The 13,292-thousand-meter-wide areas, 14 consolidated lands of 5,369 lots with 307 cadastral maps, which are located in Boeun-gun, Chungcheongbuk-do, were selected for an experimental study on transformation of the local coordinate system to the world coordinate system. After producing the coordinate transformation parameters using the observation data of the GNSS control points, coordinates were transformed.
    As a result of the first transformation, it was found that the average standard deviations of coordinate transformation for 307 cadastral maps, except Hakrim District, were X=0.05m and Y=0.05m which was a very favorable result. However, there were some differences occurred according to the application of the control point on each district. As a result of analysis using newly established standing points on the displacement of Hakrim District whose control points disappeared at the time of the study, it was confirmed that its average standard deviations are X=0.30m and Y=0.13m, which implied that the control points are influential.
    As a result of analyzing districts that were consolidated at two different times, the average standard deviations were X=0.05m and Y=0.05m which was a favorable result. However, in the cadastral maps, map bias (standard deviation: X=0.09m, Y=0.10m) was found according to map matching of each district.
    Based on the result of the first analysis, 20 points of four districts in Wolsong District were selected using transformed coordinates and actual coordinates as the second common point and four common points that are located in the outskirts of the districts were designated. As a result of the subject analysis using the field points after transforming the second world coordinates, it was found that the distances from the points where the field boundaries were recovered became slightly narrowed and the surface area was also minutely changed.
    In conclusion, the results of the first world coordinate transformation are within the error range only with the control points. However, if the second world coordinate transformation is conducted using the actual field points, considering the location of points recovered on the field and the proximity of the drawings transformed to world coordinates, the accuracy of surface area calculation is expected to improve.

    더보기

    목차 (Table of Contents)

    • 제1장 서론
    • 제1절 연구배경 및 목적
    • 제2절 연구범위 및 방법
    • 제2장 세계좌표체계 변환 이론
    • 제1장 서론
    • 제1절 연구배경 및 목적
    • 제2절 연구범위 및 방법
    • 제2장 세계좌표체계 변환 이론
    • 제1절 좌표체계
    • 1. 지역좌표체계
    • 2. 세계좌표체계
    • 제2절 세계좌표변환 모델
    • 1. 2차원 등각 변환 모델
    • 2. 2차원 부등각 변환 모델
    • 제3절 선행 연구 검토 및 차별성
    • 1. 선행연구 검토
    • 2. 차별성
    • 제3장 실험 및 분석
    • 제1절 실험 설계
    • 1. 실험 개요
    • 2. 실험지역 선정 및 이용 데이터
    • 제2절 좌표변환 실험 및 결과분석
    • 1. 좌표변환 실험
    • 2. 결과분석
    • 제3절 세계좌표변환의 정확도 향상 방향
    • 1. 변환 결과의 검토
    • 2. 정확도 향상 방향
    • 제4장 결론
    • 참 고 문 헌
    • ABSTRACT
    • 부 록
    더보기

    분석정보

    View

    상세정보조회

    0

    Usage

    원문다운로드

    0

    대출신청

    0

    복사신청

    0

    EDDS신청

    0

    동일 주제 내 활용도 TOP

    더보기

    주제

    연도별 연구동향

    연도별 활용동향

    연관논문

    연구자 네트워크맵

    공동연구자 (7)

    유사연구자 (20) 활용도상위20명

    이 자료와 함께 이용한 RISS 자료

    나만을 위한 추천자료

    해외이동버튼