초록

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본 연구에서는 국립지리원에서 1974년-1986년에 수행한 우리나라 제 1차 1등수준측량 데이터의 철저한 분석이 이루어졌다. 각 노선별 정확도의 분석과 조정결과의 검토를 통하여 각국의 경우와 비교ㆍ평가되었다. 연구결과로는 수준망에 내재된 정오차가 전반적으로 크게 나타나고 있으나 국제측지학협회(IAG)의 정밀수준측량 정확도를 만족하고 있으므로 지도제작이나 건설공사용으로 타당함을 보여주고 있다.

Abstract ▼ AI-Helper

This paper deals with the analysis and adjustment computation for the Korean 1st order levelling data obtained by the National Geography Institute from 1974 to 1986. An evaluation of the accuracy of level lines using forward/back discrepancies and adjustment residuals has been carried out. A general...

This paper deals with the analysis and adjustment computation for the Korean 1st order levelling data obtained by the National Geography Institute from 1974 to 1986. An evaluation of the accuracy of level lines using forward/back discrepancies and adjustment residuals has been carried out. A general assessment of the network in the light of current standards with other countries is discussed. The results of this study show that systematic errors are relatively high but the accuracy of the primary levelling is good enough within the limitation of precision levelling according to International Association of Geodesy(IAG) Resolution, and therefore it is concluded that this levelling will satisfy the present mapping and engineering survey.