• Title/Summary/Keyword: Map conversion distortion

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Accuracy Comparison as World Geodetic Datum Transformation of 1/1000 Digital Map (1/1,000 수치지형도의 세계측지계 변환에 따른 정확도 비교)

  • Yun, Seok-Jin;Park, Joung-Hyun;Park, Joon-Kyu
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.27 no.2
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    • pp.169-175
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    • 2009
  • According as standard of measurement is changed to world geodetic system by surveying law revision, we need to transform previous 1/1,000 digital maps as a standards of world geodetic system. And, we should acquire standard strategy to minimize confusion and error by conversion of geodetic surveying standards. Thus, conversion of digital maps must be transformed efficiently and consistently according to notice of relevant standard. As common point, we have used 1/1,000 digital map and local geodetic system coordinates and world geodetic system coordinates that had been used in UIS business of Pusan city and, make a analysis of distortion quantity using KASM Trans Ver 2.2. As the result of distortion quantity calculation about all Pusan city, numbers of area that error is over 0.05m are 35 in case of X(N) and 43 in case of Y(E). Because some business section have especially much error, we divided into 3 areas, that was A,B,C, and analyzed. As a result of analysis, errors of more than 0.05m are occurred only 1 X(E) in the B area and 1 X(N) and 1 Y(E) in the C area. In conclusion, We think It is a good method that we consider a distortion quantity and divide a region, and transfer to world geodetic system for large area like Pusan city.

A Study on Plane Coordinate Transformation of Digital Map (수치지도의 평면좌표변환에 관한 연구)

  • 최병길;이형수
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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    • 2003.10a
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    • pp.309-315
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    • 2003
  • This study is aimed to research the precise and efficient method for coordinate transformation. In Korea, it is necessary to convert existing digital maps in TM coordinates to that in KTRF from 2007. In this study, coordinate transformation methods and conversion area are tested and analyzed. In the results of experiment, it shows that Affine method is preciser than Helmert method. But Affine method is have more distortion than Helmert method.

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Stationary Emitter Geolocation Based on NLSE Using LOBs Considering the Earth's Curvature (지구 곡률이 고려된 LOB를 이용하는 NLSE 기반의 고정형 신호원 위치추정)

  • Park, Byungkoo;Kim, Sangwon;Ahn, Jaemin;Kim, Youngmin
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.42 no.3
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    • pp.661-672
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    • 2017
  • This paper introduces the NLSE(Nonlinear Least Squared Estimator) using curved LOBs(Line Of Bearings) considering the earth curvature based on sphere to avoid the map conversion distortion and minimize the estimation error. This paper suggests a method improving a performance of the NLSE using curved LOBs by using an ellipsoid model. The analysis of the simulation results shows that the NLSE using curved LOBs has better performance than the conventional triangulation method and can improve its performance using a suggested method.