碩士 / 國立宜蘭大學 / 土木工程學系碩士班 / 106 / After digitizing a traditional cadastral map, according to past experience each surveyor will set a coordinate system based on cadastral parcel status, which causes survey data too fragmented and inconsistent.
Nowadays, the land administration agencies have adopted a unified coordinate system to integrate the past data (such as questionnaire of cadastral map retest) with the existing data (such as road center of urban planning monument) to improve the accuracy and efficiency of surveys in traditional graphic cadastral regions and as a basis for multivariate applications.
In this study, first we collate past land resurveying boundary data. Then, measure and classify supplementary points of the past boundary data and present points at filed surveying. Third, use three-parameter transformation to join the supplementary points with integrated graphical cadastral map at office operation. At last, analyze the errors between the past boundary data and present points. The results show that the proposed method meets the accuracy specifications and can improve the operating efficiency.
Identifer | oai:union.ndltd.org:TW/106NIU00015003 |
Date | January 2018 |
Creators | Chu,Chih-Chieh, 朱志杰 |
Contributors | Wu,Jee-Cheng, 吳至誠 |
Source Sets | National Digital Library of Theses and Dissertations in Taiwan |
Language | zh-TW |
Detected Language | English |
Type | 學位論文 ; thesis |
Format | 89 |
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