Analisis Jumlah dan Distribusi Ground Control Point Yang Efektif dan Efisien Pada Pemetaan Foto Udara
Studi Kasus di Desa Kohong, Kecamatan Barito Tuhup Raya, Kabupaten Murung Raya, Provinsi Kalimantan Tengah
DOI:
https://doi.org/10.61132/venus.v2i5.599Keywords:
Aerial Photo, Drone, GCP effective and efficient, CE90, LE90Abstract
Aerial photo mapping requires Control Points (CP). The Indonesian National Standard 8202:2019 regulates the number of CPs needed. The smallest area regulated is less than 250 km². Projects with an area of less than 1 km² have the same number of CPs as those with an area of less than 250 km². This is neither effective nor efficient because the CP work depends on the number of workers and requires time based on access to the project site. This study aims to identify the minimum number of CPs and the appropriate distribution of CPs for aerial photo mapping at a scale of 1:2,500 class 1 that is effective and efficient in terms of time and cost. The study uses seven schemes. Schemes 1 and 7 use 4 Ground Control Points (GCP) and 5 Independent Control Points (ICP). Scheme 2 uses 5 GCPs and 4 ICPs. Schemes 3, 4, 5, and 6 use 3 GCPs and 6 ICPs. Each scheme will be evaluated based on CE90 and LE90 values. The maximum CE90 value is 0.75 m, and the LE90 value is 0.5 m. The effective and efficient scheme in terms of time and cost is determined by the number of GCPs used, as well as the CE90 and LE90 values. The results indicate that all schemes have CE90 and LE90 values below the maximum standard. Scheme 4 is identified as the most effective due to having the highest CE90 and LE90 values among the schemes, with CE90 at 0.028 m and LE90 at 0.448 m. Scheme 4 is also identified as the most efficient because it uses a minimal number of GCPs—only three—distributed diagonally from the Southeast to the Northwest in the project area.
References
Agüera-Vega, F., Carvajal-Ramírez, F., & Martínez-Carricondo, P. (2017). Accuracy of digital surface models and orthophotos derived from unmanned aerial vehicle photogrammetry. Journal of Surveying, 143(2). https://doi.org/10.1061/(ASCE)SU.1943-5428.0000206
Astuti, E. P. (2019). Efisiensi dan efektivitas dalam upaya pelayanan administrasi akademik mahasiswa di Fakultas Dakwah dan Ilmu Komunikasi Universitas Raden Intan Lampung [Tugas akhir, UIN Raden Intan Lampung]. Bandar Lampung.
Badan Standarisasi Nasional. (2019). Ketelitian peta dasar. SNI 8202:2019. Jakarta.
Berliana, I. (2022). Analisis efektivitas dan efisiensi penggunaan sistem aplikasi E-Desk pada DitJen P2P Kementerian Kesehatan RI tahun 2018-2021 [Thesis, Sekolah Tinggi Ilmu Ekonomi Indonesia Jakarta]. Jakarta.
Frazier, A. E., & Singh, K. K. (2021). Fundamentals of capturing and processing drone imagery and data. CRC Press.
Karsidi, A. (2021). Kebijakan satu peta (One Map Policy). Sains Press.
Peraturan Badan Informasi Geospasial. (2020). Standar pengumpulan data geospasial dasar untuk pembuatan peta dasar skala besar. Peraturan Badan Informasi Geospasial Nomor: 1 Tahun 2020. Badan Informasi Geospasial.
Peraturan Kepala Badan Informasi Geospasial. (2014). Pedoman teknis ketelitian peta dasar. Peraturan Kepala Badan Informasi Geospasial Nomor: 15 Tahun 2014. Badan Informasi Geospasial.
Son, S. W., Yu, J. J., Kim, D. W., & Lee, E. J. (2020). Determining the optimal number of ground control points for varying study sites through accuracy evaluation of unmanned aerial system-based 3D point clouds and digital surface models. Drones, 4(3). https://doi.org/10.3390/drones4030049
Westoby, M. J., Brasington, J., Glasser, N. F., Hambrey, M. J., & Reynolds, J. M. (2012). Structure-from-motion photogrammetry: A low-cost, effective tool for geoscience applications. Geomorphology, 179, 300-314. https://doi.org/10.1016/j.geomorph.2012.08.021
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2024 Venus: Jurnal Publikasi Rumpun Ilmu Teknik
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.