裸眼和套管井多接收机全波形声波测井速度分析

The Log Analyst Pub Date : 1900-01-01 DOI:10.1190/1.1893094
L. Block, Chuen Hon Arthur Cheng, G. Duckworth
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引用次数: 10

摘要

将平均相似谱和最大似然谱分析应用于合成和现场全波形声波测井数据,以确定地层速度。特别令人感兴趣的是,这些方法能够在胶结不良的套管井数据中解析P和剪切/伪rayleigh到达。在合成裸眼数据中,速度分析的结果与真实速度的误差在4%以内。合成套管数据的结果通常与裸眼数据一样好。然而,如果地层纵波速度在钢管板速的大约10%以内(约5.3-5.5 km/s),那么可能会出现共振效应,使纵波速度略微减慢(约6%)。对于没有钢/水泥胶结的套管井模型(无管柱情况),测得的纵波速度通常比实际地层速度低6%至8%。如果地层横波速度大于约2.5 km/s,则横波速度估计也可能低6%至8%。此外,增加管柱与水泥之间的水泥层或流体层的厚度会进一步降低地层速度估计值。此外,如果纵波速度在钢材到达速度的大约15%以内,则除非数据首先经过低通滤波,否则用相似法可能无法分辨出纵波。初步试验表明,这种滤波过程可能会对最终的纵波速度估计产生不利影响,但这种方法的细节尚未得到研究。P波被分解了。通过对原始的、未过滤的数据进行光谱分析。对于没有水泥/地层胶结的套管井模型(未胶结套管的366区块等),地层s波速度的相对误差估计在3%以内,而在缓慢地层中,地层p波速度的相对误差估计在2%以内。而对于速度在3.4 km/s ~ 5.94 km/a之间的纵波,无法通过谱分析进行分辨,只有在速度较低(3.4 km/s)的模式下,才能用相似法进行分辨。
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Velocity Analysis of Multi-Receiver Full Waveform Acoustic Logging Data In Open and Cased Holes
Average semblance and maximum-likelihood spectral analyses are applied to synthetic and field full waveform acoustic logging data to determine formation velocities. Of particular interest is the ability of these methods to resolve the P and shear/pseudoRayleigh arrivals in data from poorly-bonded cased boreholes. In synthetic open-hole data the velocity analyses yield results within 4% of the true velocities. Results from synthetic well-bonded cased hole data are generally as good as those from the open hole data. However, if the formation P-wave velocity is within roughly 10% of the plate velocity of the steel pipe (about 5.3-5.5 km/s), then there may be a resonance effect that appears to slow down the P wave slightly (on the order of 6%). For cased-hole models with no steel/cement bonding (the free-pipe situation), the measured P-wave velocities are typically 6 to 8% less than the actual formation velocities. If the formation S-wave velocity is greater than about 2.5 km/s, the S-wave velocity estimate may also be 6 to 8% low. Furthermore, increasing the thickness of either the cement layer or the fluid layer between the pipe and the cement further decreases the formation velocity estimates. Also, if the P-wave velocity is within roughly 15% of the velocity of the steel arrival, the P wave may not be resolved by the semblance method unless the data is first low-pass filtered. Initial tests show that this filtering process may adversely affect the final P-wave velocity estimate, but the details of this type of approach have not been studied. The P wave is resolved. by spectral analysis of the original, nnfiltered data. For cased-hole models with no cement/formation bonding (the unbonded-casing 366 Block et al. situation), formation S-wave velocities are estimated to within 3% relative error, and the formation P-wave velocity is estimated to within 2% error in a slow formation. However, for P-wave velocities between 3.4 km/s and 5.94 km/a, the P wave cannot be resolved by spectral analysis, and it is resolved by the semblance method only in the model with the low velocity (3.4 km/s).
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