دورية أكاديمية
FEATURE ORIENTATION AND POSITIONAL ACCURACY ASSESSMENT OF DIGITAL ORTHOPHOTO AND LINE MAP FOR URBAN LAND REGISTRATION: THE CASE STUDY ON BAHIR DAR TOWN, ETHIOPIA
| العنوان: | FEATURE ORIENTATION AND POSITIONAL ACCURACY ASSESSMENT OF DIGITAL ORTHOPHOTO AND LINE MAP FOR URBAN LAND REGISTRATION: THE CASE STUDY ON BAHIR DAR TOWN, ETHIOPIA |
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| المؤلفون: | zenabu getahun sisay |
| المصدر: | African Journal on Land Policy and Geospatial Sciences, Vol 3, Iss 5 (2020) |
| بيانات النشر: | EL-AYACHI, 2020. |
| سنة النشر: | 2020 |
| المجموعة: | LCC:Mathematical geography. Cartography LCC:Land use |
| مصطلحات موضوعية: | Orthophoto, Line map, GPS data, Positional, Orientation Accuracy, Mathematical geography. Cartography, GA1-1776, Land use, HD101-1395.5 |
| الوصف: | This study used in-situ GPS data to validate the accuracy of horizontal coordinates and orientation of linear features of orthophoto and line map for Bahir Dar city. GPS data is processed using GAMIT/GLOBK and Lieca GeoOfice (LGO) in a least square sense with a tie to local and regional GPS reference stations to predict horizontal coordinates at five checkpoints. Real-Time-Kinematic GPS measurement technique is used to collect the coordinates of road centerline to test the accuracy associated with the orientation of the photogrammetric line map. The accuracy of orthophoto was evaluated by comparing with in-situ GPS coordinates and it is in a good agreement with a root mean square error (RMSE) of 12.45 cm in x- and 13.97 cm in y-coordinates, on the other hand, 6.06 cm with 95% confidence level GPS coordinates from GAMIT/GLOBK. Whereas, the horizontal coordinates of the orthophoto are in agreement with in-situ GPS coordinates at an accuracy of 16.71 cm and 18.98 cm in x and y-directions respectively and 11.07 cm with 95% confidence level – GPS data is processed by LGO and a tie to local GPS network. Similarly, the accuracy of linear feature is in a good fit with in-situ GPS measurement. The GPS coordinates of the road centerline deviates from the corresponding coordinates of line map by a mean value of 9.18cm in x- direction and -14.96cm in y-direction. Therefore, it can be concluded that, the accuracy of the orthophoto and line map is within the national standard of error budget (~ 25cm). |
| نوع الوثيقة: | article |
| وصف الملف: | electronic resource |
| اللغة: | English French |
| تدمد: | 2657-2664 |
| Relation: | https://revues.imist.ma/index.php/AJLP-GS/article/view/18157; https://doaj.org/toc/2657-2664 |
| DOI: | 10.48346/IMIST.PRSM/ajlp-gs.v3i3.18157 |
| URL الوصول: | https://doaj.org/article/c4c591e23bbd49ed8a8f16de33c156de |
| رقم الأكسشن: | edsdoj.4c591e23bbd49ed8a8f16de33c156de |
| قاعدة البيانات: | Directory of Open Access Journals |
Full Text Finder | تدمد: | 26572664 |
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| DOI: | 10.48346/IMIST.PRSM/ajlp-gs.v3i3.18157 |