You are not logged in to this journal. Log In
Survey Distance Units: A Better Way
J. Surv. Eng. 120, 130 (1994); doi:10.1061/(ASCE)0733-9453(1994)120:3(130) (3 pages)
(Submitted 23 April 1993)
The conventional units of surveying distance, the chain and the link, have been in use for about 200 years. Yet, for an important class of survey operations, halving distances, the units become fractional after very few bisections, so that it is impossible to reckon small distances in whole numbers of units. Furthermore, it is recognized that people are loath to adopt new systems of measurements if their units differ conspicuously from the old, familiar ones. The present paper suggests a new system of two units, the new link and the new chain, that are compatible with the old units' magnitudes and that allow much higher accuracy to be expressed solely in terms of integral numbers of units. An additional feature of the new system is a useful binary representation. With the considerable interest in geographic databases and information systems, the ability to compute rapidly with such units is important. The easy binary representation of distance in the new units satisfies this requirement.
© 1994 American Society of Civil Engineers
EDITORIALLY RELATED
- Discussion: Survey Distance Units: a Better Way
Gunther Greulich
J. Surv. Eng. 122, 41 (1996)JSUED2000122000001000041000001
KEYWORDS
ARTICLE DATA
PUBLICATION DATA
Publisher:
For access to fully linked references, you need to log in.





This Publication
Google Scholar
Civil Engineering Database(CEDB)