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      지적세부측량에 있어서 RTK-GPS의 활용 방안 = A Study on the Use of RTK-GPS in Cadastral Detail Surveying

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      https://www.riss.kr/link?id=T11396800

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      To survey a land by using RTK-GPS in a wide field can be somewhat expected the accuracy and efficiency. Nevertheless, we can not adopt it in a cadastral surveying field because statutory guidelines have not prepared. In fact, we can not deny that it is unsuitable in a densely built-up area because the satellite reception is not clear. That is the main reason why we have not been able to use the method in surveying a land parcel.
      In this context, this study intended to examine problems occurred in adopting a RTK-GPS in a field and to propose plans that we can use it in a cadastral surveying field. If there is no difference between an existing result and new one which surveyed though other Reference Stations it is perfectly possible for a surveyor to save expense and time. Therefore, I tried to prove it after a control experiment.
      Firstly, I choose the 120 points in the specific area and surveyed with the method of RTK-GPS. Then I compared the new results with the existing one. After the analysis, I could recognized that it did not make a scrap of difference. As a result, we can examine an accuracy of the result without repeated survey when we select other Reference Stations.
      In conclusion, this study proposed that (ⅰ) the act for practical use of RTK-GPS in a cadastral field should be prepared, (ⅱ) the RTK-GPS has to be closely connected with the existing surveying method(i.g., Total Station), (ⅲ) the method of Network RTK needs to be introduced to improve accuracy of Reference Stations, (ⅳ) the GPS, GLONASS and Galileo satellite should be unified in order to guarantee a stability of surveying outcomes.
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      To survey a land by using RTK-GPS in a wide field can be somewhat expected the accuracy and efficiency. Nevertheless, we can not adopt it in a cadastral surveying field because statutory guidelines have not prepared. In fact, we can not deny that it i...

      To survey a land by using RTK-GPS in a wide field can be somewhat expected the accuracy and efficiency. Nevertheless, we can not adopt it in a cadastral surveying field because statutory guidelines have not prepared. In fact, we can not deny that it is unsuitable in a densely built-up area because the satellite reception is not clear. That is the main reason why we have not been able to use the method in surveying a land parcel.
      In this context, this study intended to examine problems occurred in adopting a RTK-GPS in a field and to propose plans that we can use it in a cadastral surveying field. If there is no difference between an existing result and new one which surveyed though other Reference Stations it is perfectly possible for a surveyor to save expense and time. Therefore, I tried to prove it after a control experiment.
      Firstly, I choose the 120 points in the specific area and surveyed with the method of RTK-GPS. Then I compared the new results with the existing one. After the analysis, I could recognized that it did not make a scrap of difference. As a result, we can examine an accuracy of the result without repeated survey when we select other Reference Stations.
      In conclusion, this study proposed that (ⅰ) the act for practical use of RTK-GPS in a cadastral field should be prepared, (ⅱ) the RTK-GPS has to be closely connected with the existing surveying method(i.g., Total Station), (ⅲ) the method of Network RTK needs to be introduced to improve accuracy of Reference Stations, (ⅳ) the GPS, GLONASS and Galileo satellite should be unified in order to guarantee a stability of surveying outcomes.

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      목차 (Table of Contents)

      • Ⅰ. 서 론 1
      • 1. 연구배경 및 목적 1
      • 2. 연구범위 및 방법 3
      • 3. 연구동향 분석 5
      • Ⅰ. 서 론 1
      • 1. 연구배경 및 목적 1
      • 2. 연구범위 및 방법 3
      • 3. 연구동향 분석 5
      • Ⅱ. RTK-GPS 측량에 의한 지적세부측량 8
      • 1. RTK-GPS 측량 8
      • 1) 위치결정 원리 8
      • 2) 기준국 13
      • 2. 지적세부측량에서의 적용 17
      • 1) 지적세부측량의 목적 및 대상 17
      • 2) 지적세부측량에서의 RTK-GPS 활용 19
      • Ⅲ. 실험 및 분석 24
      • 1. 연구대상지역 선정 및 관측 24
      • 1) 연구대상지역 선정 24
      • 2) 관측 및 데이터 취득 25
      • 2. 결과분석 35
      • Ⅳ. RTK-GPS 측량의 활용 방안 44
      • 1. RTK-GPS 측량관련 규정마련 44
      • 2. 기존 세부측량 방법과 연계 활용 46
      • 3. Network RTK 도입 48
      • 4. GPS, GLONASS, Galileo 위성의 통합 활용 50
      • Ⅴ. 결 론 53
      • 참 고 문 헌 56
      • ABSTRACT 59
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