Photogrammetric Mapping Based on Uav Imagery

Berteška, Tautvydas; Ruzgienė, Birutė

doi:10.3846/20296991.2013.859781

Cited by 17 publications

(8 citation statements)

References 7 publications

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“…Unmanned Aerial Vehicle (UAV) dan fotogrametri digital merupakan teknologi pemetaan area terkini, dengan beberapa kelebihan dibanding dengan teknologi pemetaan lainnya, yaitu murah, sederhana dan mudah berpindah-pindah (mobile) [4]. Dengan kelebihan yang dimiliki tersebut, pemetaan dengan drone dapat dilakukan diberbagai medan maupun keadaan lokasi yang masih terpencil.…”

Section: Pendahuluanunclassified

Akurasi Citra Data Foto Udara UAV Quadcopter Persimpangan Lalu Lintas Kota Kendari

et al. 2020

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The use of the Unnamed Aerial Vehicle (UAV) called “Drone” has been widely used in various areas of planning, one of them by mapping the highway traffic junction. The range of remote roaming, adjustable spatial resolution greatly gives flexibility in the effectiveness of field surveys. The mapping accuracy test conducted on 7 (seven) Unsignaling junction in Kendari City by Omisi and Komisi Equation method gives significant output and quite accurate to serve as further planning data. The difference between image and field measurement results, obtained accuracy of 96%, so that the use of UAV in supporting mapping, survey and field planning still prioritize effectiveness and accuracy of the measurement.

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Section: Pendahuluanunclassified

Akurasi Citra Data Foto Udara UAV Quadcopter Persimpangan Lalu Lintas Kota Kendari

et al. 2020

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“…The fixed-wing UAV platform, the model EPP-FPV (see Fig. 1) was used for experimental image data acquisition [4]. The EPP-FPV foam construction with a wingspan of 1.8 meters and a take-off weight around 4 kg makes it a robust, low cost, low weight UAV platform.…”

Section: Technical Means and Image Data Processingmentioning

confidence: 99%

Photogrammetric Processing of UAV Imagery: Checking DTM

Ruzgienė

Berteška

Gecyte

et al. 2014

The 9th International Conference "Environmental Engineering 2014"

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The fixed-wing EPP-FPV Unmanned Aerial Vehicle (UAV) with mounted digital camera Canon S100 was used as a platform for images acquisition. Up-to-date the application of such means has increased significantly. Implemented features are low-cost, mobile and simple. Digital photogrammetric software Lisa has been used for UAV images processing and area mapping. High correctness of digital terrain model is required for the generating standard mapping products, as is orthophoto map. The quality of mapping products mainly depends on flight height, camera characteristics and ground control point's accuracy. Applying appropriate technique for digital elevation model checking, DEM errors has been determined.

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“…UAV and digital photogrammetry are the latest regional mapping technologies. UAV has several advantages compared to other mapping technologies, briefly it is cheap, simple and easy to carry (mobile) [3].…”

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confidence: 99%

Horizontal And Vertical Measurement of UAV Aerial Photo Exposures Results In The Senowo River Area, Krinjing Village, of The Merapi Volcano, Magelang District of Central Java Indonesia

Hartono

2022

IOP Conf. Ser.: Earth Environ. Sci.

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This study aims to examine the acquisition of small format aerial photography with UAVs and to display orthophoto data for elevation data extraction. The research area was conducted in a part of the Senowo River north of Merapi volcano in Central Java. The Photogrammetric methods using UAV planes need to be done for horizontal and vertical accuracy studies. This accuracy study was carried out by referring to the height of the flying plane and the geometry accuracy of the Rupa Bumi Indonesia (RB I= Standardized Topographic Map of Indonesia) map. The results of this study are accuracy testing based on the comparison of the coordinates of the test points with the results of aerial photo processing obtained by horizontal RMSE of 0.034 meter and vertical RMSE of 0.598 meter with an accuracy of 98%. RMSE value is used to determine the value of Circural Error 90 (CE90) and Linear Error (LE90). The value obtained by CE90 is 0.25 meter and the LE90 value is 0.99 meter. The accuracy of the orthophoto map that can be made is a scale of 1: 2,500 in class 1st for horizontal accuracy and a scale of 1: 5,000 in class 1st for vertical accuracy. Therefore, in the selection of optimal scale orthophoto maps, the recommended scale is 1: 5,000. * PT. Wijaya Karya Jakarta Indonesia **Assc. Prof. of the Geography Department of Social Science Faculty UM

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Photogrammetric Mapping Based on Uav Imagery

Cited by 17 publications

References 7 publications

Akurasi Citra Data Foto Udara UAV Quadcopter Persimpangan Lalu Lintas Kota Kendari

Akurasi Citra Data Foto Udara UAV Quadcopter Persimpangan Lalu Lintas Kota Kendari

Photogrammetric Processing of UAV Imagery: Checking DTM

Horizontal And Vertical Measurement of UAV Aerial Photo Exposures Results In The Senowo River Area, Krinjing Village, of The Merapi Volcano, Magelang District of Central Java Indonesia

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