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    Practical Formulas for the Refraction Coefficient

    Source: Journal of Surveying Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author:
    Sergio
    ,
    Baselga
    ,
    Luis
    ,
    García-Asenjo
    ,
    Pascual
    ,
    Garrigues
    DOI: 10.1061/(ASCE)SU.1943-5428.0000124
    Publisher: American Society of Civil Engineers
    Abstract: Knowledge 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.,
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      Practical Formulas for the Refraction Coefficient

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69002
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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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