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contributor authorJan Willem van der Vegt
date accessioned2017-05-08T21:01:12Z
date available2017-05-08T21:01:12Z
date copyrightAugust 1989
date issued1989
identifier other%28asce%290733-9453%281989%29115%3A3%28285%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35609
description abstractIn the photogrammetric mapping process, a reduction of the amount of ground control can be realized when the position of the aerial camera, or to be more precise the position of its projection center, is determined during the flight. In this paper the results of a testflight performed to investigate the use of differential GPS for this position determination are discussed. From a testfield with extensive ground control, 360 photographs were taken in twelve different strips. Using two different photogrammetric block‐adjustment methods, the coordinates of the projection centers were determined for two different block‐configurations. The estimated accuracies for these coordinates vary between 5 and 10 cm. During the flight these coordinates are also measured with Sercel GPS receivers in a differential mode. Based on a comparison of both results a 10 cm accuracy for the GPS positions is demonstrated within each strip.
publisherAmerican Society of Civil Engineers
titleDifferential GPS: Efficient Tool in Photogrammetry
typeJournal Paper
journal volume115
journal issue3
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)0733-9453(1989)115:3(285)
treeJournal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 003
contenttypeFulltext


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