套管孔中声波测井的分散和波形的解析解

GEOPHYSICS Pub Date : 2024-02-09 DOI:10.1190/geo2023-0316.1
Hua Wang, Tianlin Liu, Yunjia Ji
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摘要

声波测井是定量评估套管孔内水泥粘结情况的最有前途的方法之一。然而,对全波信息的低效利用导致解释精度不尽人意。从根本上说,这是因为尚未对各种水泥粘结条件下的波场特征进行深入研究。因此,本研究推导了单套管孔模型的波场分析解,并强调了频散计算算法。在求解具有实波数的传播模式的极点时,为了求解频散方程,我们将与井眼流体相关的贝塞尔函数乘以衰减系数,使其重新规范化。对于复波数的泄漏模式,我们提出了一种在频域中寻找矩阵条件数峰值(LPMCN)的新方法来确定频散极点,避免了传统的高斯牛顿迭代法带来的局部优化问题。结合这两种方法,我们建立了一个快速准确的工作流程,用于评估套管孔中所有模式的频散,使用相对较快的二分法管理传播模式的频散,并采用 LPMCN 方法推导泄漏模式的频散曲线。此外,在单极测量中,通过评估无套管模型中实际极点的残差,对所有传播模式进行了单独研究。分析表明,一阶伪雷利波(PR1)和内斯通雷波(ST1)是两个最强的模式。最后,我们重点研究了与水泥环空流体通道有关的外 Stoneley 波(ST2)的波形和频散特性。结果显示,随着流体厚度的增加,ST2 模式的相位速度降低,而振幅增加。因此,如果采用有效的弱信号提取方法,ST2 模式有可能评估水泥环中流体通道的厚度。
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Analytical solutions for dispersions and waveforms of acoustic logging in a cased hole
Acoustic logging is one of the most promising methods for the quantitative evaluation of cement bond conditions in cased holes. However, inefficient utilization of full-wave information yields unsatisfactory interpretation accuracy. Fundamentally, this is because the wavefield characteristics have not been thoroughly investigated under various cement bonding conditions. Thus, this study derives analytical solutions of wavefields for a single-cased-hole model and emphasizes on the dispersion calculation algorithm. To solve the dispersion equation when solving for the poles of the propagating modes with real wavenumbers, we renormalize the Bessel function related to the borehole fluid by multiplying it with an attenuation factor. For leaky modes with complex wavenumbers, we propose a novel method to find peaks of the matrix condition number (LPMCN) in the frequency domain to determine dispersion poles, avoiding the local optimization issues resulting from the traditional Gauss–Newton iteration method. Combining these two methods, we establish a fast and accurate workflow for evaluating the dispersion of all modes in cased holes using a relatively fast bisection method to manage the dispersion of the propagating modes and employing the LPMCN method to derive dispersion curves of leaky modes. Furthermore, all propagating modes are individually investigated in the monopole measurement by evaluating residues of the real poles in a casing-free model. The analysis demonstrates that the first-order pseudo-Rayleigh wave (PR1) and inner Stoneley wave (ST1) are the two strongest modes. Finally, we focus on the waveforms and dispersion characteristics of the outer Stoneley wave (ST2) related to the fluid channel in the cement annulus. The results reveal that as the fluid thickness increases the phase velocity of the ST2 mode decreases, while its amplitude increases. Therefore, the ST2 mode can potentially evaluate the thickness of the fluid channel in a cement annulus if an effective weak-signal-extraction method is utilized.
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