Verifikasi Koordinat Titik Dasar Teknik Orde 3 dengan Pengukuran GNSS Real Time Kinematic Menggunakan Stasiun CORS Geodesi UNDIP di Kota Semarang
| Main Authors: | Madena, Arinda Yusi, Sabri, L. M., Yuwono, Bambang Darmo |
|---|---|
| Other Authors: | Teknik Geodesi FT. Undip |
| Format: | Article info application/pdf eJournal |
| Bahasa: | eng |
| Terbitan: |
Jurusan Teknik Geodesi
, 2014
|
| Online Access: |
http://ejournal-s1.undip.ac.id/index.php/geodesi/article/view/4728 http://ejournal-s1.undip.ac.id/index.php/geodesi/article/view/4728/4559 |
| ctrlnum |
article-4728 |
|---|---|
| fullrecord |
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<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><title lang="en-US">Verifikasi Koordinat Titik Dasar Teknik Orde 3 dengan Pengukuran GNSS Real Time Kinematic Menggunakan Stasiun CORS Geodesi UNDIP di Kota Semarang</title><creator>Madena, Arinda Yusi</creator><creator>Sabri, L. M.</creator><creator>Yuwono, Bambang Darmo</creator><description lang="en-US">One of the tasks of BPN in Indonesia is doing the measurement of a Horizontal control points. The result of the measurement is a monument which has a definitive and coordinate values are implicitly understood by the term static datum. But in actual fact the Earth is dynamic and can be quantified as well, the position of the monument base or point of technique to physically change from time to time, consequently the coordinates values will change.Associated with these problems, in this final task has been carried research measurement Basic Point of Technique of Order 3 by using the system of CORS (Continuously Operating Reference Station). By conducting measurements of GNSS RTK method on the basic point of the order of 3 techniques analyzed how big a difference the coordinates of the measuring results and coordinates BPN.The results of this research show that result of plotting vector different coordinate value of Basic Point of Technique of Order 3 measurements of GNSS Real Time Kinematic method against of Basic Point of Technique of Order 3 BPN is not systematic in coordinate value. Keywords: Basic Point of Technique of Order 3, CORS, RTK.</description><publisher lang="en-US">Jurusan Teknik Geodesi</publisher><contributor lang="en-US">Teknik Geodesi FT. Undip</contributor><date>2014-01-27</date><type>Journal:Article</type><type>Other:info:eu-repo/semantics/publishedVersion</type><type>Journal:Article</type><type>File:application/pdf</type><identifier>http://ejournal-s1.undip.ac.id/index.php/geodesi/article/view/4728</identifier><source lang="en-US">Jurnal Geodesi Undip; Volume 3, Nomor 1, Tahun 2014</source><source>2337-845X</source><source>2337-845X</source><language>eng</language><relation>http://ejournal-s1.undip.ac.id/index.php/geodesi/article/view/4728/4559</relation><recordID>article-4728</recordID></dc>
|
| language |
eng |
| format |
Journal:Article Journal Other:info:eu-repo/semantics/publishedVersion Other File:application/pdf File Journal:eJournal |
| author |
Madena, Arinda Yusi Sabri, L. M. Yuwono, Bambang Darmo |
| author2 |
Teknik Geodesi FT. Undip |
| title |
Verifikasi Koordinat Titik Dasar Teknik Orde 3 dengan Pengukuran GNSS Real Time Kinematic Menggunakan Stasiun CORS Geodesi UNDIP di Kota Semarang |
| publisher |
Jurusan Teknik Geodesi |
| publishDate |
2014 |
| url |
http://ejournal-s1.undip.ac.id/index.php/geodesi/article/view/4728 http://ejournal-s1.undip.ac.id/index.php/geodesi/article/view/4728/4559 |
| contents |
One of the tasks of BPN in Indonesia is doing the measurement of a Horizontal control points. The result of the measurement is a monument which has a definitive and coordinate values are implicitly understood by the term static datum. But in actual fact the Earth is dynamic and can be quantified as well, the position of the monument base or point of technique to physically change from time to time, consequently the coordinates values will change.Associated with these problems, in this final task has been carried research measurement Basic Point of Technique of Order 3 by using the system of CORS (Continuously Operating Reference Station). By conducting measurements of GNSS RTK method on the basic point of the order of 3 techniques analyzed how big a difference the coordinates of the measuring results and coordinates BPN.The results of this research show that result of plotting vector different coordinate value of Basic Point of Technique of Order 3 measurements of GNSS Real Time Kinematic method against of Basic Point of Technique of Order 3 BPN is not systematic in coordinate value. Keywords: Basic Point of Technique of Order 3, CORS, RTK. |
| id |
IOS433.article-4728 |
| institution |
Universitas Diponegoro |
| institution_id |
69 |
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library:university library |
| library |
Perpustakaan Universitas Diponegoro |
| library_id |
485 |
| collection |
Jurnal Geodesi Undip |
| repository_id |
433 |
| subject_area |
Earth & Planetary Sciences |
| city |
SEMARANG |
| province |
JAWA TENGAH |
| repoId |
IOS433 |
| first_indexed |
2016-10-10T10:31:46Z |
| last_indexed |
2016-10-10T10:31:46Z |
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dc |
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1722462234912751616 |
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17.608961 |