Image orientation requires ground control as a source of information for both indirect estimation and quality assessment to guarantee the accuracy of the photogrammetric processes. However, the orientation still depends on interactive measurements to locate the control entities over the images. This paper presents an automatic technique used to generate 3D control points from vertical panoramic terrestrial images. The technique uses a special target attached to a GPS receiver and panoramic images acquired in nadir view from different heights. The reference target is used as ground control to determine the exterior orientation parameters (EOPs) of the vertical images. These acquired multi-scale images overlap in the central region and can be...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
One crucial point during the application of direct georeferencing is the accuracy and reliability of...
Image orientation requires ground control as a source of information for both indirect estimation an...
Image orientation requires ground control as a source of information for both indirect estimation an...
In this paper an automated methodology is presented (i) to orient a set of close-range images captur...
In this paper an automated methodology is presented (i) to orient a set of close-range images captu...
In this paper an automated methodology is presented (i) to orient a set of close-range images captur...
In this paper an automated methodology is presented (i) to orient a set of close-range images captur...
In this paper an automated methodology is presented (i) to orient a set of close-range images captur...
Traditional aerial-triangulation has long relied on control points orientating the photo models into...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
One crucial point during the application of direct georeferencing is the accuracy and reliability of...
Image orientation requires ground control as a source of information for both indirect estimation an...
Image orientation requires ground control as a source of information for both indirect estimation an...
In this paper an automated methodology is presented (i) to orient a set of close-range images captur...
In this paper an automated methodology is presented (i) to orient a set of close-range images captu...
In this paper an automated methodology is presented (i) to orient a set of close-range images captur...
In this paper an automated methodology is presented (i) to orient a set of close-range images captur...
In this paper an automated methodology is presented (i) to orient a set of close-range images captur...
Traditional aerial-triangulation has long relied on control points orientating the photo models into...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
Terrestrial photogrammetry should be the survey technique of choice when updating large scale urban ...
One crucial point during the application of direct georeferencing is the accuracy and reliability of...