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The determination of position task using known distances

Keywords:

D. V. Lukin – Ph.D. (Eng.), Deputy, JSC «SIE «Rubin»
А. G. Gordienko – Deputy Head, JSC «SIE «Rubin»
М. А. Moskaleva – Engineer, JSC «SIE «Rubin»
А. S. Gorbunov – Engineer, JSC «SIE «Rubin». E-mail: bcsp@npp-rubin.ru


In the article problem-solving procedures of determination of position with using known distances is considered. Two basic problem-solving procedures: geometrical method and Newton method are introduced. The concrete determinations of position method possibilities of application to different amount of known reference points are considered. The comparison of computational burden of two methods is done. Also contingencies, which foreground on the task solution in the concrete method choice, are shown.
References:

  1. Zimin G.V., Burmistrov S.K., Bukin B.M. i dr. Spravochnik oficzera protivovozdushnoj oborony'. M.: Voenizdat. 1987.
  2. Instrukcziya po poligonometrii i trilateraczii. M.: Nedra. 1976.
  3. Spravochnik geodezista / Pod red. V.D. Bol'shakova, G.P. Levchuka. M.: Nauka. 1966.
  4. Amosov A.A., Dubinskij Ju.A., Kopchenova N.P. Vy'chislitel'ny'e metody' dlya inzhenerov. M.: Mir. 1998.

June 24, 2020
May 29, 2020

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