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contributor authorSergio
contributor authorBaselga
contributor authorLuis
contributor authorGarcía-Asenjo
contributor authorPascual
contributor authorGarrigues
date accessioned2017-05-08T22:01:27Z
date available2017-05-08T22:01:27Z
date copyrightMay 2014
date issued2014
identifier other%28asce%29te%2E1943-5436%2E0000053.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69002
description abstractKnowledge of the actual refraction coefficient is essential in leveling surveys and precise electromagnetic distance measurement reduction. The most common method followed by the surveyor for its determination is based on the use of simultaneous reciprocal zenith observations. The commonly used formula is only an approximation valid for approximately horizontal sightings, whereas the exact geometric solution turns out to be very complicated so that an iterative computation procedure is suggested instead. In the present paper, the goal is to derive a compact formula from the complete solution that is easy to implement and retains the necessary accuracy for horizontal and slanted sightings. In addition, the paper will also focus on the common situation for the surveyor where isolated observations have to be done and no partially compensating procedures—e.g., leap-frog or middle point—are possible. If temperature vertical profiles are unknown then the refraction coefficient cannot be reliably determined. Some surveyors may customarily use then an average value, e.g.,
publisherAmerican Society of Civil Engineers
titlePractical Formulas for the Refraction Coefficient
typeJournal Paper
journal volume140
journal issue2
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)SU.1943-5428.0000124
treeJournal of Surveying Engineering:;2014:;Volume ( 140 ):;issue: 002
contenttypeFulltext


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