가상기준점을 이용한 실시간동적관측에 의한 도로선형 추출
- Alternative Title
- Extraction of Alignment Elements in Highway Using Virtual Reference Station by Real-Time Kinematic
- Abstract
- Recently, the exponential number increase in IT business has had a great effect on the civil engineering field. Among the civil engineering field, the road realm has been including the technology to research on such subjects as the SMART Highway projects.
Through the SMART Highway, the road traffic control system offers live road alignment information for the drivers.
In order to apply this kind of technology, this thesis has experimented by using the latest technology of VRS RTK the positioning techniques of the Network RTK on the roads within the Pusan Province.
First, the terms of survey operations of the reduced scale of 1:600 was met through the result of the comparison and analysis of the T․S and checkpoint. Then the alignment and end linear element were extracted in order to compare and analyzed. The results showed that the curve of the alignment was-3.339m [P is X: 0.122m Y: 0.755m difference and the VIP high of end linear element showed a difference of 0.146m. This was an improvement compared to the past research and it was proven that the VRS RTK technology is efficient in the extraction of linear elements.
It is possible and expected to utilize SMART Highway to improve the safety of traveling on the road. This will be possible because the VRS RTK is able to find the exact body positioning and it is also able to provide live road information to the drivers.
- Author(s)
- 오현우
- Issued Date
- 2010
- Awarded Date
- 2010. 2
- Type
- Dissertation
- Publisher
- 부경대학교
- URI
- https://repository.pknu.ac.kr:8443/handle/2021.oak/10014
http://pknu.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000001955774
- Alternative Author(s)
- Hyun Woo Oh
- Affiliation
- 부경대학교 대학원
- Department
- 대학원 토목공학과
- Advisor
- 이종출
- Table Of Contents
- 표 목차 ⅱ
그림 목차 ⅲ
Abstract ⅳ
Ⅰ. 서 론 1
1.1 연구배경 및 목적 1
1.2 연구동향 3
1.3 연구방법 및 적용범위 5
Ⅱ. Network RTK 시스템의 이론 7
2.1 Network RTK 시스템 7
2.1.1 Network RTK 시스템 원리 7
2.1.2 Network RTK 시스템 방식 8
2.2 GPS 상시관측소 9
Ⅲ. 도로 선형 이론 13
3.1 평면선형 설계요소 이론 13
3.1.1 최소제곱선 결정 13
3.1.2 원곡선의 반경 결정 15
3.1.3 완화곡선길이 및 파라미터 결정 18
3.2 종단선형 설계요소 이론 21
3.2.1 VPI 위치의 결정 22
3.2.2 종단곡선의 결정 23
3.2.3 최대 이정량 및 종단곡선길이 산정 24
Ⅳ. VRS RTK 자료취득 및 결과분석 26
4.1 VRS RTK 자료의 처리 26
4.2 VRS RTK 좌표 처리 28
4.3 대상 도로의 VRS RTK 정확도 분석 30
4.4 도로 선형요소 추출 33
4.4.1 평면선형 설계요소 추출 33
4.4.2 종단선형 설계요소 추출 39
Ⅴ. 결론 44
참 고 문 헌 45
- Degree
- Master
-
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