Comparative Study of the Volumetric Methods Calculation Using GNSS Measurements

World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium - WMCAUS

土木建筑工程

Smuleac, Adrian^1 ; Neme, Iacob^1 ; Crean, Ioana Alina^1 ; Neme, Nicoleta Sorina^1 ; Smuleac, Laura^2

Hydrotechnical Department Construction Engineering Faculty, Politehnica University Timisoara, George Enescu no. 1A, Timis County Timisoara, Romania^1

Banat University of Agricultural Science and Veterinary Medicine Timioara, 119 Calea Aradului, Timis County Timisoara

300645, Romania^2

关键词: 3D terrain model;    Comparative studies;    Methods of analysis;    Mineral aggregate;    Position determination;    Stereographic projection;    Topographical measurements;    Volumetric methods;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/245/5/052020/pdf
DOI  :  10.1088/1757-899X/245/5/052020

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

This paper aims to achieve volumetric calculations for different mineral aggregates using different methods of analysis and also comparison of results. To achieve these comparative studies and presentation were chosen two software licensed, namely TopoLT 11.2 and Surfer 13. TopoLT program is a program dedicated to the development of topographic and cadastral plans. 3D terrain model, level courves and calculation of cut and fill volumes, including georeferencing of images. The program Surfer 13 is produced by Golden Software, in 1983 and is active mainly used in various fields such as agriculture, construction, geophysical, geotechnical engineering, GIS, water resources and others. It is also able to achieve GRID terrain model, to achieve the density maps using the method of isolines, volumetric calculations, 3D maps. Also, it can read different file types, including SHP, DXF and XLSX. In these paper it is presented a comparison in terms of achieving volumetric calculations using TopoLT program by two methods: A method where we choose a 3D model both for surface as well as below the top surface and a 3D model in which we choose a 3D terrain model for the bottom surface and another 3D model for the top surface. The comparison of the two variants will be made with data obtained from the realization of volumetric calculations with the program Surfer 13 generating GRID terrain model. The topographical measurements were performed with equipment from Leica GPS 1200 Series. Measurements were made using Romanian position determination system-ROMPOS which ensures accurate positioning of reference and coordinates ETRS through the National Network of GNSS Permanent Stations. GPS data processing was performed with the program Leica Geo Combined Office. For the volumetric calculating the GPS used point are in 1970 stereographic projection system and for the altitude the reference is 1975 the Black Sea projection system.