Analyzing of the terrestrial laser scanner georeferencing using Gnss

المؤلف

Jafar, Hasan A.

المصدر

Kufa Journal of Engineering

العدد

المجلد 9، العدد 4 (31 أكتوبر/تشرين الأول 2018)، ص ص. 99-113، 15ص.

الناشر

جامعة الكوفة كلية الهندسة

تاريخ النشر

2018-10-31

دولة النشر

العراق

عدد الصفحات

15

التخصصات الرئيسية

الهندسة المدنية

الملخص EN

Recent years have witnessed emerging the cutting-edge method for point cloud creation using terrestrial laser scanner (TLS).

The TLS manufacturers declare accuracies of their instruments up to the millimeter level.

However, different constraints could degrade the accuracy of point cloud created by TLS.

One of the obvious factors that may directly affect the accuracy of the results is a method of registration and georeferencing.

In this paper, the indirect georeferencing using GNSS has been researched.

The real time kinematic (RTK) technique has been suggested to measure GNSS points.

The conducted test shows that average of 30 minutes data RTK-GNSS is enough to coincide with TLS data.

Also, test reveals no improvements when adding more GNSS points.

Nevertheless, there is an improvement in accuracy when more scans are conducted.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Jafar, Hasan A.. 2018. Analyzing of the terrestrial laser scanner georeferencing using Gnss. Kufa Journal of Engineering،Vol. 9, no. 4, pp.99-113.
https://search.emarefa.net/detail/BIM-901780

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Jafar, Hasan A.. Analyzing of the terrestrial laser scanner georeferencing using Gnss. Kufa Journal of Engineering Vol. 9, no. 4 (Oct. 2018), pp.99-113.
https://search.emarefa.net/detail/BIM-901780

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Jafar, Hasan A.. Analyzing of the terrestrial laser scanner georeferencing using Gnss. Kufa Journal of Engineering. 2018. Vol. 9, no. 4, pp.99-113.
https://search.emarefa.net/detail/BIM-901780

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references : p. 97-98

رقم السجل

BIM-901780