Research Article
May 1974
Three-Dimensional Positioning—by Multilateration
Publication: Journal of the Surveying and Mapping Division
Volume 100, Issue 1
Abstract
Systems of equations are derived and computational routines are outlined that can be used to determine the geodetic coordinates and elevation of a point by three-dimensional multilateration using slope distances only. The geodetic coordinates and elevation of a point are computed using slope distances (only) that have been measured from three or more points having known geodetic coordinates and elevations to the point of unknown position. By an alternate method, the position of a point is also determined using as few as two slope distances if, in addition, the elevation of the point is known. Least squares methods are employed and precision evaluation estimators are computed.
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Published In
Journal of the Surveying and Mapping Division
Volume 100 • Issue 1 • May 1974
Pages: 63 - 78
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: May 1974
Published online: Feb 12, 2021
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Authors
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William E. Ball Jr., M.ASCE
Engrg. Analyst, U.S. Dept. of the Interior, Bureau of Land Management, Scientific Systems Development Office, Denver, Colo
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.