Determination of Material Volume Using UAVs in Land Surface Change: The Case of Konuralp Campus (Düzce)

Yıl 2024, Cilt: 20 Sayı: 2, 1 - 14, 28.12.2024

Nuri Töreyen , Yılmaz Türk , Tunahan Çınar

https://doi.org/10.58816/duzceod.1582454

Öz

In this study examined the availability of UAV in determining material volume in excavation and fill works. The study aims on calculating the volume of an excavation work areas 1841 m² at the parking lot of the Faculty of Sports Sciences at Düzce University Konuralp Campus and a filling work areas 2759 m² on the access road to the Environmental and Health Specialization Laboratory. Autonomous UAV flights were performed before and after the excavation and filling works in the study areas. Besides, following these UAV flights, terrestrial measurements were made in the same way. The study was founded that UAV data analysis results an excavation volume of 7121 m³ in the parking area and a filling volume of 5752 m³ on the road. According to calculations used terrestrial measurement methods, the excavation volume in the parking area was 7007 m³ and the filling volume on the road was 5683 m³. An average difference of 1.42% was found between UAV data and terrestrial measurement methods. The results were showed the usability of UAV systems in detected material volume.

Anahtar Kelimeler

UAVs, Total station, cut and fill volumes, digital elevation model

Etik Beyan

This article does not contain any studies with human participants or animals.

Arazi Yüzey Değişiminde İHA Kullanılarak Materyal Hacminin Belirlenmesi: Konuralp Yerleşkesi (Düzce) Örneği

Öz

Bu çalışmada, İHA teknolojisinin kazı ve dolgu çalışmaları materyal hacminin belirlenmesinde kullanılabilirliği incelenmiştir. Düzce Üniversitesi Konuralp Yerleşkesi Spor Bilimleri Fakültesi otoparkında 1841 m2 büyüklüğünde yapılan kazı çalışması ile Çevre ve Sağlık İhtisaslaşma Laboratuvarı bağlantı yolunda 2759 m2 büyüklüğünde yapılan dolgu çalışması hacminin hesaplanması çalışamaya konu edilmiştir. Kazı ve dolgu çalışmalarından önce ve sonra İHA ile uçuşlar otonom olarak gerçekleşmiştir. Ayrıca bu İHA uçuşlarını takiben yersel ölçümler de aynı şekilde yapılmıştır. Çalışmada, İHA verileri ile otopark alanında 7121 m³ kazı hacmi, yolda 5752 m³ dolgu hacmi bulunmuştur. Yersel ölçüm yöntemlerine göre yapılan hesaplamada ise otopark alanında kazı miktarı 7007 m³, yolda dolgu miktarı 5683 m³ bulunmuştur. İHA verileri ile yersel ölçüm yöntemleri arasında ortalama %1,42’lik bir fark bulunmuştur. Elde edilen sonuçlar materyal hacminin belirlenmesinde İHA sistemlerinin kullanılabilirliğini ortaya koymaktadır.

Anahtar Kelimeler

İHA, Total station, Kazı ve dolgu hacimleri, Sayısal yükseklik modeli

Kaynakça

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