Compute a Unique Transformation Parameters Set for Updating the Egyptian Network
Al-Azhar University Civil Engineering Research Magazine (CERM) • 2019
Publication Information
Authors
Mostafa Rabaha
, Mohamed Basiounya, , Ahmed Sabera
, and Ahmed
Ismaila
Keywords
Transformation parameters; ITRF; Rigid Plate Models
Journal
Al-Azhar University Civil Engineering Research Magazine (CERM)
Publisher
qwe
Volume
Vol. (41)
Issue
No. (2) April, 2019
Pages
13-24
publication.type
Local
Paper Link
Not Available
Supplementary Materials
Not Available
Abstract
With the emergence of the idea of using GNSS in establishing High Accuracy
Reference N network “HARN”, the Egyptian Survey Authority (ESA) established the
Egyptian’s HARN network and linked it to the international frame (ITRF1994
epoch1996) as a static frame. With the continuous development of the construction of
IGS stations and the emergence of the concept of tectonic plate motion, and the concept
of Precise Point Positioning technique has a well know precise technique, there were
offset in the current coordinates of the HARN network about 40cm, so a set of simple
transformation parameters (Tx, Ty, Tz) were calculated and using these parameters can
convert the coordinates in ITRF2008 to HARN network (ITRF1994 epoch1996). In this
paper two types of models (ITRF2008 Plate Motion Models, and Egypt Deformation
model) were used to calculate these parameters.
Reference N network “HARN”, the Egyptian Survey Authority (ESA) established the
Egyptian’s HARN network and linked it to the international frame (ITRF1994
epoch1996) as a static frame. With the continuous development of the construction of
IGS stations and the emergence of the concept of tectonic plate motion, and the concept
of Precise Point Positioning technique has a well know precise technique, there were
offset in the current coordinates of the HARN network about 40cm, so a set of simple
transformation parameters (Tx, Ty, Tz) were calculated and using these parameters can
convert the coordinates in ITRF2008 to HARN network (ITRF1994 epoch1996). In this
paper two types of models (ITRF2008 Plate Motion Models, and Egypt Deformation
model) were used to calculate these parameters.
Staff Members - Benha University