Rapid map updating procedures using orthophotos
Ortofoto kullanılarak hızlı harita güncelleştirmesi
- Tez No: 237131
- Danışmanlar: PROF. DR. KAMİL EREN
- Tez Türü: Yüksek Lisans
- Konular: İnşaat Mühendisliği, Civil Engineering
- Anahtar Kelimeler: Belirtilmemiş.
- Yıl: 2008
- Dil: İngilizce
- Üniversite: İstanbul Kültür Üniversitesi
- Enstitü: Fen Bilimleri Enstitüsü
- Ana Bilim Dalı: İnşaat Mühendisliği Ana Bilim Dalı
- Bilim Dalı: Belirtilmemiş.
- Sayfa Sayısı: 52
Özet
Özet yok.
Özet (Çeviri)
The General Directorate of Surveying and Mapping (GDSM) of the Ministry for Municipaland Rural Affairs (MOMRA) of the Kingdom of Saudi Arabia has the mandate for large scalemapping of 200 Saudi Arabian cities.During the last 30 years all of these cities have been mapped in 3D at least once using stereophotogrammetric procedures. The output of these maps is in digital vector files with morethan 300 types of features coded.Mapping at the required scales of 1:10 000 for the urban and suburban areas and at 1:1000 forthe urban areas has been a lengthy and costly process, which did not lend itself to regularupdating procedures. For this reason the major cities, where most of the developments tookplace, have been newly mapped at about 10 year intervals.To record the changes of urban landscapes more rapidly orthophoto mapping has recentlybeen introduced. Rather than waiting for about 10 years for the line mapping of a large cityafter the inception of a mapping project, orthophotos could be produced a few months after anew aerial flight was made.While new, but slow stereomapping in 3D provides accurate results in conformity with theusual urban mapping specifications, the geocoded superposition of outdated maps with themore recent orthophotos provided a very useful monitoring of the urban changes.At the same time the use of orthophotos opens up a new possibility for urban map updatingby onscreendigitizing in 2D. This can at least be done for the most relevant features, suchas buildings, walls, roads and vegetation. As this is a faster and muvh more economicalmethod than 3D stereo plotting a lesser geometric accuracy is to be expected for the onscreendigitization.There is a need to investigate and to compare the two methods with respect to accuracy andspeed of operation as a basis for a decision, whether to continue with new 3D stereomappingevery 10 years or to introduce rapid map updating in 2Dvia onscreendigitization every 3 to 5 years.The thesis proposes to investigate these aspects for a chosen test area covering one1:10 000 and one 1:1000 map sheet over the city of Huraymilah, where aerial photographywas taken last year and Aerial Triangulation was completed.
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