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contributor authorOlcay Öztan
contributor authorYunus Kalkan
contributor authorZafer Kizilsu
contributor authorUfuk Özerman
date accessioned2017-05-08T21:01:21Z
date available2017-05-08T21:01:21Z
date copyrightFebruary 1994
date issued1994
identifier other%28asce%290733-9453%281994%29120%3A1%283%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35715
description abstractIn this paper, a formula is presented for obtaining the bandwidth that would allow the inclusion of the normal equation coefficients differing from zero into the band, which are derived during the adjustment of several geodetic networks having common points. The given formula indicates that the process of combining the directions in the geodetic network, which considered as a contrary operation to the adjustment rules, increases the bandwidth. In the case of combining the directions without renumbering, in the model network consists of two networks having common points, it is determined that the bandwidth has increased around 55%. A method is also suggested for application of the numbering of network points in order to decrease the bandwidth as little as possible in the joint adjustment of connection and route networks of a motorway. It has been seen that it would be possible to obtain a result sufficiently close to the minimum bandwidth when using the method rapidly. The results obtained and the points that should be taken into consideration, are emphasized.
publisherAmerican Society of Civil Engineers
titleBandwidth in Joint Adjustment of Geodetic Networks Having Common Points
typeJournal Paper
journal volume120
journal issue1
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)0733-9453(1994)120:1(3)
treeJournal of Surveying Engineering:;1994:;Volume ( 120 ):;issue: 001
contenttypeFulltext


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