Please use this identifier to cite or link to this item: https://repository.sustech.edu/handle/123456789/11803
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dc.contributor.authorMohammed, Mohammed FatorZaid
dc.contributor.authorSupervisor, NagiZomrawi Mohammed Yousif
dc.contributor.authorSupervisor, NagiZomrawi Mohammed Yousif
dc.date.accessioned2015-11-09T11:41:44Z
dc.date.available2015-11-09T11:41:44Z
dc.date.issued2015-07-10
dc.identifier.citationMohammed ,Mohammed FatorZaid .Accuracy Evaluation of Digital Photogrammetric Projects /Mohammed FatorZaid Mohammed ;NagiZomrawi Mohammed Yousif .- Khartoum: Sudan University of Science and Technology, College of Engineering, 2015 .-187p. :ill. ;28cm .-PhD.en_US
dc.identifier.urihttp://repository.sustech.edu/handle/123456789/11803
dc.descriptionThesisen_US
dc.description.abstractIn spite of the development and digital replacement of the conventional techniques, there is a need for evaluating and assessing photogrammetric mapping projects, to see if they conform to specifications. In order to develop infrastructure and improve services and utilities, Khartoum State (Sudan) signed a contract in (2010) to cover the state by large scale topographic maps. Digital photogrammetric methods and techniques were planned to be used in this project. The planned project was divided into two parts; the first part covers the centre of the state by 1:5000 photographic coverage to produce maps at scale 1:1000, while the second part, cover the rural areas of the state by 1:20000 photographic scale coverage to produce maps at scale 1:10000. Technical specifications and criteria of this photogrammetric project were suggested by a high technical committee. The output of this project, including photographic coverage and the maps, were not subject to evaluation and assessment because of the absence of supervision. This research work is oriented to make some sort of technical evaluation and assessment of this project. Camera specifications, flying height, scale of the photography, accuracy of vector mapsproduced and other points were taken into account. Two sets of measurements and tests were carried out, for each part of the project. The laid specifications for the project and samples of the executed project were the refrain data. A number of ground points were observed by Differential Global Positioning System (DGPS),with their coordinates based on Universal Transverse Mercator (UTM) projection, at zone 36 north and the World Geodetic System 1984 (WGS84) datum. The Leica Photogrammetric Set (LPS), included in Erdas Imagine package, was used. The results obtained showed that, the used camera, photographic coverage in centre of the state project, and the produced line maps are all in disagreement with the specifications, but it is satisfied with the specifications of the rural area of the state.en_US
dc.description.sponsorshipSudan University of Science and Technologyen_US
dc.language.isoenen_US
dc.publisherSudan University of Science and Technologyen_US
dc.subjectSurveying Engineeringen_US
dc.subjectAccuracy Evaluationen_US
dc.subjectDigital Photogrammetricen_US
dc.titleAccuracy Evaluation of Digital Photogrammetric Projectsen_US
dc.title.alternativeتقييم دقة مشروع مساحة تصويرية رقميةen_US
dc.typeThesisen_US
Appears in Collections:PhD theses : Engineering

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