DSpace Repository

MEASUREMENT AND ACCURACY ASSESMENT OF COORDINATES USING TOTAL STATION AND AERIAL PHOTOGRAMMETRY

Show simple item record

dc.contributor.advisor OWAIWI, MAHER
dc.contributor.author ABU-ZA'NOUNEH, SADEQ
dc.contributor.author AL-DARAWEESH, HANI
dc.contributor.author ABU-GHAYYADAH, MAJDI
dc.date.accessioned 2019-01-16T13:15:06Z
dc.date.available 2019-01-16T13:15:06Z
dc.date.issued 2007-05-01
dc.identifier.uri http://scholar.ppu.edu/handle/123456789/1211
dc.description no of pages 124, 20813, مساحه 9/2007 , in the store
dc.description.abstract Nowadays several methods are used to determine object coordinates. This research discuss the accuracy quality, time consuming and economic efficiency of two main survey methods, EDM and aerial photogrammetry. Accuracy is defined that how closely the measured quantity nearest to the true value or the most probable value. The project including collection of 31 control and check points which are distributed on four quarters on the model, and are collected (surveyed) using electronic distance measurements instrument. ZI-imaging photogrammetric software was used to build three photogrammetric models using three, six and nine EDM surveyed points. An accuracy assessment of the surveyed check points and the corresponding photogrammetry points of the three models was tested and reported. The important of this project is realized by comparing the result of the EDM, and photogrammetry technique in terms of time consuming, accuracy and economical efficiency. It found that the photogrammetric works have less time than the land survey method, when the number of control points increase to accomplish the model, the RMSE decreases and the accuracy increase, photogrammetric maps can be printed at large scale such as 1:1000 with accuracy reaches to sub meters, and 2m contour interval. en_US
dc.language.iso en en_US
dc.publisher جامعة بوليتكنك فلسطين - كلية الهندسة - مساحة en_US
dc.subject COORDINATES USING TOTAL STATION AND AERIAL PHOTOGRAMMETRY en_US
dc.title MEASUREMENT AND ACCURACY ASSESMENT OF COORDINATES USING TOTAL STATION AND AERIAL PHOTOGRAMMETRY en_US
dc.type Other en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record

Search DSpace


Browse

My Account