Correction of multi-frequency GPR wave velocity with distorted hyperbolic reflections from GPR surveys of underground utilities

被引:22
作者
Xie, Fei [1 ]
Wu, Chivas Gi-Wah [1 ]
Lai, Wallace Wai-Lok [1 ]
Sham, Janet Fung-Chu [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Land Surveying & Geoinformat, Hong Kong, Hong Kong, Peoples R China
关键词
GPR; Multi-frequency; Distorted hyperbola; Velocity estimation; 3D-VISUALIZATION; LOCATION;
D O I
10.1016/j.tust.2018.02.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Estimation of Ground Penetrating Radar (GPR) wave velocity and the real part of dielectric permittivity (epsilon') play an important role when assessing the condition of buried objects because epsilon' is highly affected by moisture and void content in materials. However, errors in velocity occur due to the effect of oblique angles between the alignment of pipelines and GPR traverses during common offset survey. In this paper, field experiments on paving blocks and reinforced concrete were conducted in order to investigate errors caused by the effects of oblique angles on GPR wave velocity. GPR traverses were designed to travel along several oblique angles (theta = 30 degrees, 45 degrees, 60 degrees, 75 degrees, 90 degrees, 105 degrees, 120 degrees, 135 degrees and 150 degrees) relative to the alignment of a ductile iron (DI) pipe. Antennas with various nominal centre frequencies (IDS 200/600, GSSI 400/900 and Sensor & Software 250 MHz) were applied in order to compare the effects. It was found that wider and flatter hyperbolic reflections are obtained and the estimated GPR wave velocity is higher if the included angle between the alignment of the DI pipe and GPR traverse changes from being perpendicular to oblique. The relative error of velocities estimated at oblique angles when compared to that estimated in perpendicular cases can be as much as 44%. Specific steps were taken to correct the errors. It is believed that this study suggests a method whereby the measurement accuracy of velocity estimation for GPR condition surveys of underground utilities can be increased.
引用
收藏
页码:76 / 91
页数:16
相关论文
共 21 条
[1]  
Annan A. P., 2004, GROUND PENETRATING R
[2]  
[Anonymous], 2004, IEE RADAR SONAR NAVI, DOI DOI 10.1049/PBRA015E
[3]  
[Anonymous], 2012, Advanced Engineering Electromagnetics
[4]  
ASTM, 2011, ASTM D6432-11: Standard Guide for Using the Surface Ground Penetrating Radar Method for Subsurface Investigation
[5]  
Chen H., 2010, WORKSH SIAM C DAT MI
[6]  
Chen HL, 2010, IEEE IPCCC, P1, DOI [10.1109/ISAC.2010.5670510, 10.1109/PCCC.2010.5682341]
[7]   Underground asset location and condition assessment technologies [J].
Costello, S. B. ;
Chapman, D. N. ;
Rogers, C. D. F. ;
Metje, N. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2007, 22 (5-6) :524-542
[8]   Condition assessment of the buried utility service infrastructure [J].
Hao, T. ;
Rogers, C. D. F. ;
Metje, N. ;
Chapman, D. N. ;
Muggleton, J. M. ;
Foo, K. Y. ;
Wang, P. ;
Pennock, S. R. ;
Atkins, P. R. ;
Swingler, S. G. ;
Parker, J. ;
Costello, S. B. ;
Burrow, M. P. N. ;
Anspach, J. H. ;
Armitage, R. J. ;
Cohn, A. G. ;
Goddard, K. ;
Lewin, P. L. ;
Orlando, G. ;
Redfern, M. A. ;
Royal, A. C. D. ;
Saul, A. J. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2012, 28 :331-344
[9]  
Jol HM, 2009, GROUND PENETRATING RADAR THEORY AND APPLICATIONS, P1
[10]   2D-and 3D-visualisation of NDT-data using data fusion technique [J].
Kohl, C ;
Krause, M ;
Maierhofer, C ;
Wöstmann, J .
MATERIALS AND STRUCTURES, 2005, 38 (283) :817-826