Applied Geodesy: Global Positioning System : Networks, Particle Accelerators, Mathematical Geodesy |
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Page 93
... optical path becomes : n . v . dt = n d1 . Thus , the optical path L , going from A to B , is defined by : ( AB ) " fan d1 • ( 1 ) The principle of two - colour electromagnetic distance measuring instruments was proposed by Prilepin in ...
... optical path becomes : n . v . dt = n d1 . Thus , the optical path L , going from A to B , is defined by : ( AB ) " fan d1 • ( 1 ) The principle of two - colour electromagnetic distance measuring instruments was proposed by Prilepin in ...
Page 94
... optical paths due to the dispersion of the refractive index in relation to the wavelength . We assume a geometrical path length L of 15 km between light source and reflector , i.e. 30 km outgoing and incoming . The one - way optical ...
... optical paths due to the dispersion of the refractive index in relation to the wavelength . We assume a geometrical path length L of 15 km between light source and reflector , i.e. 30 km outgoing and incoming . The one - way optical ...
Page 96
... optical wavelengths , one in the red part of the spectrum and the other in the blue . The instrument calculates correction terms from the optical path length difference between the two wavelengths and computes the corrected base line ...
... optical wavelengths , one in the red part of the spectrum and the other in the blue . The instrument calculates correction terms from the optical path length difference between the two wavelengths and computes the corrected base line ...
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Applied Geodesy: Global Positioning System — Networks — Particle ... Stuart Turner No preview available - 2014 |
Common terms and phrases
accelerator accuracy adjustment alignment angles Applied Geodesy Group axis azimuth base baseline beam calculated calibration campaign centre CERN components coordinates correction covariance covariance matrix defined deformation detector determination device displacement distance measurements Distinvar earth effects electronic ellipsoid equations errors estimated field frequency function geodetic network geoid geometrical Gervaise Global Positioning System gravity gyro gyroscope Helmert Transformation high precision horizontal instrument integration interferometer internal invar invar wire ionosphere laser length linear machine Macrometer magnets matrix method metrology nylon wire observations obtained optical orbit oscillation parameters particle phase physical geodesy pillar plane points position problems quadrupoles radial receivers reference reference ellipsoid refraction residuals rotation SAN DIEGO solution stations Super Proton Synchrotron surface survey Synchrotron techniques Terrameter terrestrial theodolite theoretical transformation tunnel University of Berne values vector vertical deflection VLBI zero