GPR surveying method as a tool for geodetic verification of GESUT database of utilities in the light of BSI PAS128

IF 0.3 Q4 REMOTE SENSING Reports on Geodesy and Geoinformatics Pub Date : 2019-01-01 DOI:10.2478/rgg-2019-0006
Marta Gabrys, Katarzyna Kryszyn, Ł. Ortyl
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引用次数: 5

Abstract

Abstract Intensified investment processes in construction have resulted in increased interest in the methods of efficient detection, verification and location of underground utility networks. In addition to the well-known pipe and cable locating equipment, which has increased its efficiency and reliability through the development of technologies, GPRs are becoming more and more popular. This publication presents the results of the experimental research carried out with the use of GPRs manufactured by two different companies as well as the results of the verification of underground utilities in real conditions. The GPRs have worked in the mode of the real-time location of their own position using the GNSS system or robotic total stations. The GPR (Ground Penetrating Radar) surveys performed on a test field, consisting of 9 pipes with a known position, were aimed at assessing the accuracy of their identification on echograms. The utility line location errors were determined using three different combinations between the GPR and the locating instrument. It allowed the evaluation of the possibility of using these solutions for detection, verification and location of underground utility networks in the light of the Polish legal regulations and the British specification PAS 128. The verification in real conditions was carried out in a typical urban space, characterised by an intense occurrence of underground utilities, that is, sewage systems, gas pipelines and power cables. It was based on the GESUT database captured from the county geodetic and cartographic documentation centre. The results of the visual analysis of the materials captured with the help of two measurement systems were described in detail, however, the verification was carried out only for one set of data. The authors have presented the procedure of processing echograms and detecting the location of pipeline axes based on their vectorisation. The authors of this research paper have performed a numerical analysis of the compliance of the profiles of utility lines with the information from the base map for two variants of the GPR data integration with the coordinates. The authors of this research paper have also presented an alternative concept of capturing the profile of a utility line in the field based on the processing of GPR data in 3D – the so-called C-scan. The conclusions summarise the possible factors affecting the surveying results and the methods of eliminating sources of errors, both for the GPR and geodetic data.
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GPR测量方法在BSI PAS128基础上对GESUT公用事业数据库进行大地测量验证
建设投资过程的加剧导致人们对地下公用事业网络的有效检测、验证和定位方法的兴趣增加。除了众所周知的管道和电缆定位设备通过技术的发展提高了其效率和可靠性外,GPRs也越来越受欢迎。本出版物介绍了使用两家不同公司生产的GPRs进行的实验研究结果以及在实际条件下对地下公用设施的验证结果。GPRs使用GNSS系统或机器人全站仪实时定位自己的位置。在一个由9个已知位置的管道组成的试验场进行了探地雷达(GPR)调查,目的是评估它们在回声图上识别的准确性。利用探地雷达与定位仪的三种不同组合确定了公用线路的定位误差。它允许根据波兰法律条例和英国规范PAS 128,评估使用这些解决办法探测、核查和定位地下公用事业网络的可能性。在实际条件下的核查是在一个典型的城市空间进行的,其特点是地下公用设施密集,即污水处理系统、天然气管道和电力电缆。它是根据从县大地测量和制图文件中心获取的GESUT数据库编制的。详细描述了在两种测量系统的帮助下对捕获的材料进行视觉分析的结果,但是,仅对一组数据进行了验证。提出了一种基于管道轴矢量化的超声图处理和管道轴位置检测方法。本文作者对两种探地雷达数据与坐标相结合的变量进行了公用线路剖面与基图信息的符合性数值分析。这篇研究论文的作者还提出了另一种概念,即基于GPR数据的3D处理,即所谓的c扫描,在现场捕捉公用线路的轮廓。结论总结了影响探地雷达和大地测量数据测量结果的可能因素和消除误差来源的方法。
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来源期刊
自引率
28.60%
发文量
5
审稿时长
12 weeks
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