ملخص البحث :
Abstract. Usually, all correction operations or methods that are used to correct the coordinates or the closing error are based on ready-made data or imported by one of the online sites, but in this study it took in the city of Basra, specifically in the West Qurna 1 , exactly in the sixth oil production station (the outer part) From the station or the complementary project of the station) the formation of connecting traverses was carried out for the construction of this complementary project, which consists of steel structure, oil pipes and gas-burning flares. . This instrument, which was purchased, is a Leica TS10 type, with an accuracy of only one second. This instrument has the ability to withstand high temperatures, in addition to its speed of performance, and it contains a smart screen that facilitates the user's work. Initially, it was relied on points monitored by GPS and previously corrected and relied upon in the construction of the interior of the station, two points were pulled by the Total Station and the occupied station’s card, then, as it is known,furthermore, all the traverse points were monitored, which means measuring distances and angles (subtracting two directions) As is also common, two readings were taken for each observation, once in the right direction and once in the left direction. This data was brought to the Civil 3D software and was corrected by the method of least squares, and from the following we will present in the body of this study all the details and steps that have been taken.
This paper offering the general summary for a least squares adjustment of a traverse networks by Variation of Coordinates. A method of constraining bearings, distances and angles in the traverse network is delineated and necessary matrix equations developed for solution. Equations are also have been developed which qualify precisions of adjusted bearings and distances to be estimated.
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سنة النشر : 2024
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تصنيف البحث : scopus
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