Geospatial Technologies Used in the Management of Water Resources in West of Romania

Stability in time of major and important objectives is vital and can be achieved by 3D scanners which follow changes in time with construction, respective of the natural or artificial hydrotechnical dams and the obtaining of 3D data in real time with the possibility of evaluating and making quick de...

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Bibliographic Details
Published in:	Water (Basel) Vol. 14; no. 22; p. 3729
Main Authors:	Adrian Șmuleac, Laura Șmuleac, Cosmin Alin Popescu, Sorin Herban, Teodor Eugen Man, Florin Imbrea, Adina Horablaga, Simon Mihai, Raul Paşcalău, Tamas Safar
Format:	Journal Article
Language:	English
Published:	MDPI AG 01-11-2022
Subjects:	GNSS LiDAR MMS TLS ZUPT
Online Access:	Get full text
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Summary:	Stability in time of major and important objectives is vital and can be achieved by 3D scanners which follow changes in time with construction, respective of the natural or artificial hydrotechnical dams and the obtaining of 3D data in real time with the possibility of evaluating and making quick decisions. This scientific paper approaches a research topic of great importance and actuality in the field of Civil Engineering, Hydrotechnics, and Geomatics using the 3D scanning technologies for the hydrotechnical arrangements (Topolovăţu Mic, Coșteiu and Sânmartinu Maghiar) and hydroameliorative (Cruceni Pumping Station). In Romania, data collection was carried out for the first time using the mobile scanning technology (MMS), “Backpack” type, namely, Leica Pegasus Backpack. Data collection using terrestrial laser scanning technology (Terrestrial Laser Scanning) was carried out with the Leica C10 equipment. The processing of point clouds was carried out using the Inertial Explorer program, and the processing of point clouds was carried out with the Cyclone program. The collection of ground checkpoints used for checking, correcting, and analyzing point clouds was carried out using the GPS Leica GS08 equipment. Compared with traditional methods using classical measuring instruments, precise data was obtained (with an error of 2–4 cm) through 3D laser scanning technology in a short time and with multiple possibilities of processing and visualizing point clouds.
ISSN:	2073-4441
DOI:	10.3390/w14223729