284 Geodesy and Aerophotography (1968) 6 Belyayev; Titov: Joint adjustment and accuracy evaluation of connecting triangles. NeymanDispersion analysis in adj ustment by the indirect measurements method. VlasovA case of mean square error dis tortions. Veselov: Evaluating the position accuracy of stations using an error ellipse with systematic errors present. Nikiforov, Makarov: Process ing measurements made by the circle setting method. Pyatnitskaya: Spatial accuracy of a geodetic station determined from measured distances. Shabarov. The initial datum used to calculate elevations in the Leningrad Level Network. ZatsatinniyComputing parameters of photoelectric devic es for straight-line directional alignment in laser applications. Shipulin Allowance for errors in initial data in evaluating trilateration accuracy. Galoshin: Adjustment of geodetic networks by the conditions method with allowance for errors in initial data. YakushkoSolution of the main geodetic problems by numerical integration using the Runge-Kutta method. Zenin Selecting a geodetic projection for use in geodetic engineering. Brovar: Analytical extension using a taylor series. Vaynrot: The earth's external gravity field. MalyavskiyConstruction of arbitrarily oriented photo- triangulation networks in surveys for linear structures. Novakovshiy. Formulas for affine corrections when the origin of coordinates is at the isocenters. Almazov: Influence of W/H sensor tilts and terrain relief on spatial filtration. VeliksonNomographic method of processing data in mirror kinematocyclography. Vasil'yev: Analysis of decentering in the F. V. Drobyshev stereograph. Yegorov: The application of photogram- metry in radio astronomy and radar. TrufanovAnalytical method of determining volumes in mining operations using negatives of a terrestrial stereophotogrammetric Survey. LosyakovA method of constructing a graphic relief representation of cliffs on topographic maps. Shiryayev: Automation of information readout from maps by coloured key symbol re cognition. GolubtsovProblems in the automation of geodetic measurements. Geodesia I2( 1970) 9 BaartEen oriëntatie over middelgrote computersystemen (I). HerbenDe projectie van Mollweide. 12 (1970) 10 van Miltenburg'. Verkenning meetkundige grondslag. van Mierlo: Beginselen van toetsing en grenswaardentheorie. Polman Kringnetten. van GentVerdichting meetkundige grondslag d.m.v. foto- grammetrie. Géomètre 114 (1970) 8-9 SalingardesBretonSéance solennelle d'ouverture. Meyer Ragey: Banquet inaugural. MartinLe bon cöté des choses. Breton: Variétés et énigmes. Breton: Nos problèmes. 1x4 (1970) 10 Amélioration du cours inférieur de la Neretva, en Yougo- slavie. Malfois: Le syndicat vocation multiple. Kyritsis: Le laitier granulé Stabilisation des sols plastiques. Schweizerische Zeitschrift für Vermessung, Photogrammetrie und Kulturtechnik 68 (1970) 9 Ansermet: Sur la détermination, en terrain peu stable, de points contenus dans un même profil. Neuweiler: Zürcher: Siedlung Mastbetrieb Hch. Meier-Brandenberger „In Aue", Flaach ZH. Braschler: Ohne Ent- gleisungen geht es offenbar nicht. 68 (1970) 10 Regamy; Musy: Compte rendu d'un Symposium International sur l'érosion par l'eau, Prague 1970. MiserezFrundCalcul d'un „chemine- ment orthogonal" avec le calculateur électronique de table Olivetti Pro gramma 101. Solari: Sitzung der Kommission 7 (FIG) vom 25.-30. Mai 1970 in Jugoslawien.

Digitale Tijdschriftenarchief Stichting De Hollandse Cirkel en Geo Informatie Nederland

Tijdschrift voor Kadaster en Landmeetkunde (KenL) | 1970 | | pagina 50