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Subsurface fracture characterisation using full polarimetric borehole radar data analysis with numerical simulation validation

机译:使用全极化钻孔雷达数据分析进行地下裂缝表征并进行数值模拟验证

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We report on the utilisation of a full polarimetric subsurface borehole radar measuring system for efficient characterisation of subsurface fractures. This system can measure the full polarisation (HH, HV, VV and VH) of electromagnetic waves for one borehole, and thus enables us to obtain more information about subsurface fractures compared to that obtained from conventional borehole radar systems, which usually use only single polarisation. Polarimetric datasets have been acquired at several sites, particularly at Mirror Lake, USA, which is a well known site for testing subsurface fractures. Nine fracture sets were observed in one borehole, FSE-1, in the Mirror Lake site. These were divided into four category fracture sets depending on polarimetric analysis of alpha, entropy and anisotropy decomposition analysis of scattering behaviour from fractures at frequency 30 MHz. We found that the characterised four fractures sets have the highest hydraulic permeable zones at depths of 24.75 m, and 47.80 m. The lowest hydraulic permeable zones were found to be at 28.50 m, 36.15 m and 44.80 m. These results show a good consistency with the hydraulic fractures permeability tracer test that was done by USGS. To validate these conclusions we implemented numerical simulation for a synthesised fractures property using the Finite Difference Time Domain (FDTD) method. Here, we used a plane wave as an electromagnetic source with frequency ranging from 1 MHz to 200 MHz, and monitored the electromagnetic scattering for various fractures. We found that distributions of alpha, entropy and anisotropy polarimetric parameters differ with the fracture roughness property which validates the polarimetric analysis of the measured data.
机译:我们报告了利用全极化地下钻孔雷达测量系统来有效表征地下裂缝的情况。该系统可以测量一个钻孔的电磁波的全极化(HH,HV,VV和VH),因此与常规钻孔雷达系统(通常仅使用单个极化)相比,我们可以获得有关地下裂缝的更多信息。 。极化数据集已经在多个地点获得,特别是在美国镜湖(Mirror Lake),这是测试地下裂缝的众所周知的地点。在Mirror Lake工地的一个钻孔FSE-1中观察到九组裂缝。根据α的旋光分析,熵和30 MHz频率下裂缝散射行为的各向异性分解分析,这些裂缝被分为四类裂缝。我们发现,特征化的四个裂缝组在24.75 m和47.80 m的深度处具有最高的水力渗透带。发现最低的水力渗透区为28.50 m,36.15 m和44.80 m。这些结果表明与USGS进行的水力压裂渗透率示踪剂测试具有良好的一致性。为了验证这些结论,我们使用时域有限差分(FDTD)方法对合成的裂缝特性进行了数值模拟。在这里,我们使用平面波作为频率范围从1 MHz到200 MHz的电磁源,并监视各种裂缝的电磁散射。我们发现α,熵和各向异性极化参数的分布随断裂粗糙度特性的不同而不同,这验证了对测得数据的极化分析。

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