Pakaya, Ihsan (2021) Studi Ketelitian Planimetris Dan Luas Hasil Foto Udara Unmanned Aerial Vehicle (Uav) Guna Menunjang Kegiatan Pendaftaran Tanah Sistematik Lengkap (Ptsl) (Studi Kasus : Desa Candi Laras Selatan Dan Desa Baringin B, Kabupaten Tapin). Masters thesis, InstitutTeknologi Sepuluh Nopember.
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Abstract
Program percepatan sertipikat Hak Atas Tanah melalui Program Pendaftaran Tanah Sistem Lengkap (PTSL), tengah digencarkan oleh Kementerian Agraria dan Tata Ruang / Badan Pertanahan Nasional (BPN) tahun 2017-2025. Program ini diharapkan akan mampu memecahkan konflik pertanahan yang ada di Indonesia serta mampu mendorong pergerakan dan kemajuan ekonomi masyarakat. Masih banyak bidang-bidang tanah yang belum terpetakan di setiap Kantor Pertanahan di seluruh Indonesia. Oleh sebab itu, dibutuhkan metode pengukuran dan pemetaan bidang tanah yang efektif dan efisien untuk menunjang program pemerintah tersebut.
Salah satu metode yang dapat digunakan selain pengukuran terestris adalah metode fotogrametri menggunakan wahana pesawat tanpa awak atau biasa disebut Unmanned Aerial Vehicle (UAV). Pengujian ketelitian geometri dilakukan dengan berpedoman pada peraturan BIG Nomor 6 Tahun 2018 tentang Perubahan Peraturan Kepala Badan Informasi Geospasial Nomor 15 Tahun 2014 Tentang Pedoman Teknis Ketelitian Peta Dasar. Sedangkan pengujian ketelitian planimetrik dilakukan dengan membandingkan luas serta jarak dari sampel bidang tanah antara hasil pengukuran UAV dengan hasil pengukuran Pendaftaran Tanah Sistem Lengkap (PTSL) yang berpedoman pada Peraturan Menteri Agraria dan Tata Ruang / Kepala Badan Pertanahan Nasional Nomor 3 Tahun 1997. Hasil dari orthorektifikasi foto udara digunakan untuk menganalisis perbedaan luas dan jarak antara data pengukuran di lapangan dengan delineasi pada foto udara.
Berdasarkan Peraturan Kepala Badan Informasi Geospasial Nomor 6 tahun 2018 mengenai Perubahan Atas Peraturan Kepala Badan Informasi Geospasial Nomor 15 Tahun 2014 tentang Pedoman Teknis Ketelitian Peta Dasar, akurasi geometrik yang dihasilkan berdasarkan ICP dengan nilai akurasi horizontal (CE90) yaitu sebesar 0,076 meter dan nilai akurasi vertikal (LE90) sebesar 0,108 meter memenuhi klasifikasi ketelitian geometri peta RBI skala 1:1000 kelas 3 dengan nilai CE90 kurang dari 0,9 meter dan nilai LE90 kurang dari 0,4 meter. Nilai RMSE berdasarkan pada Peraturan Menteri Negara Agraria / Kepala Badan Pertanahan Nasional Nomor 3 Tahun 1997 Tentang Pedoman Teknis Ketelitian Peta Dasar Pendaftaran sebesar 0,285 meter dan memenuhi skala 1:1000 dimana besar toleransi yang diberikan yaitu lebih besar atau sama dengan 0,3 mm pada skala peta. Hasil perbandingan luas berdasarkan pada Peraturan Menteri Negara Agraria / Kepala Badan Pertanahan Nasional Nomor 3 Tahun pada 16 bidang permukiman 13 bidang (81,25%) memenuhi toleransi, dari 12 bidang persawahan dan menunjukkan 7 bidang (58,33%) memasuki toleransi dan dari 8 bidang hanya 1 bidang (12,5%) yang memenuhi toleransi.
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The program to accelerate the certificate of Land Rights through the Pendaftaran Tanah Sistematis Lengkap (PTSL), is being intensified by Kementerian Agraria dan Tata Ruang / Badan Pertanahan Nasional (BPN) in 2017-2025. This program is expected to be able to solve land conflicts in Indonesia and be able to encourage the movement and progress of the community's economy. There are still many unmapped land parcels in every Land Office throughout Indonesia. Therefore, an effective and efficient method of measuring and mapping land parcels is needed to support this government program.
One method that can be used in addition to terrestrial measurements is the photogrammetric method using an unmanned aircraft vehicle or commonly called an Unmanned Aerial Vehicle (UAV). Geometry accuracy testing is carried out based on BIG regulation Number 6 of 2018 concerning Amendments to the Regulation of the Head of the Geospatial Information Agency Number 15 of 2014 concerning Technical Guidelines for Base Map Accuracy. While the planimetric accuracy test is carried out by comparing the area and distance of the sample of land parcels between the UAV measurement results and the results of the Pendaftaran Tanah Sistematis Lengkap (PTSL) measurement which is guided by the Regulation of the Minister of Agrarian Affairs and Spatial Planning / Head of the National Land Agency Number 3 of 1997. Results of orthorectification Aerial photographs are used to analyze the difference in area and distance between field measurement data and delineation in aerial photographs.
Based on the Regulation of the Head of the Geospatial Information Agency Number 6 of 2018 concerning Amendments to the Regulation of the Head of the Geospatial Information Agency Number 15 of 2014 concerning Technical Guidelines for Basic Map Accuracy, the resulting accuracy is based on ICP with a horizontal value (CE90) of 0,076 meters and a vertical accuracy value ( LE90) of 0,108 meters fulfills the geometric accuracy classification of the RBI map scale 1: 1000 class 3 with a CE90 value of less than 0,9 meters and a LE90 value of less than 0,4 meters. The RMSE value is based on the Regulation of the State Minister for Agrarian Affairs / Head of the National Land Agency Number 3 of 1997 concerning Technical Guidelines for Accuracy of Base Maps for Registration of 0,285 meters and meets a scale of 1: 1000 where the amount of tolerance given is greater or equal to 0,3 mm on the scale map. The result of an area comparison is based on the Regulation of the State Minister for Agrarian Affairs / Head of the National Land Agency Number 3 of the year on 16 residential areas, 13 fields (81,25%) meet tolerance, from 12 fields of rice fields and show 7 fields (58,33%) enter tolerance and from In 8 fields, only 1 field (12,5%) meets the tolerance.
Key words: Land parcels, Planimetric Accuracy, PTSL, UAV
| Item Type: | Thesis (Masters) |
|---|---|
| Uncontrolled Keywords: | Bidang Tanah, Ketelitian Planimetrik, PTSL, UAV, Land parcels, Planimetric Accuracy, PTSL, UAV. |
| Subjects: | G Geography. Anthropology. Recreation > G Geography (General) > G109.5 Global Positioning System |
| Divisions: | Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Geomatics Engineering > 29101-(S2) Master Thesis |
| Depositing User: | Ihsan Pakaya |
| Date Deposited: | 04 Mar 2021 05:42 |
| Last Modified: | 04 Mar 2021 05:42 |
| URI: | http://repository.its.ac.id/id/eprint/83383 |
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