首页> 外文会议>2007 SPE Annual Technical Conference and Exhibition (ATCE 2007) >Estimation of Dry-Rock Elastic Moduli Based on the Simulation of Mud-Filtrate Invasion Effects on Borehole Acoustic Logs
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Estimation of Dry-Rock Elastic Moduli Based on the Simulation of Mud-Filtrate Invasion Effects on Borehole Acoustic Logs

机译:基于泥浆侵入井筒声波测井效果模拟的干岩弹性模量估算

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Reliable estimates of dry-rock elastic properties are critical to accurately interpreting the seismic response of hydrocarbon reservoirs. We describe a new method for estimating elastic moduli of rocks in-situ by simulating the effect of mud-filtrate invasion on resistivity and acoustic logs. Simulations of mud-filtrate invasion account for the dynamic process of fluid displacement and mixing between mud-filtrate and hydrocarbons. The calculated spatial distributions of electrical resistivity are matched against resistivity logs by adjusting the underlying petrophysical properties. We then perform Biot-Gassmann fluid substitution on the two-dimensional spatial distributions of fluid saturation with initial estimates of dry-bulk (kdry) modulus and shear rigidity (μdry) and a constraint of Poisson's ratio (ν) typical of the formation. This process generates two-dimensional spatial distributions of compressional and shear-wave velocities, and density. Subsequently, sonic waveforms are simulated to calculate shear-wave slowness. Initial estimates of the drybulk modulus are progressively adjusted using a modified Gregory-Pickett (1963) solution to Biot's (1956) equation to estimate a shear rigidity that converges on the log value of shear-wave slowness. The constraint on Poisson's ratio is then removed and a refined estimate of the dry-bulk modulus is obtained by both simulating the acoustic log (monopole) and matching the log-derived compressional-wave slowness. This technique leads to reliable estimates of dry-bulk moduli and shear rigidity that compare well to laboratory core measurements. The resulting dry-rock elastic properties can be used to calculate seismic compressional-wave and shear-wave velocities devoid of mud-filtrate invasion effects for further seismic-driven reservoir-characterization studies.
机译:可靠地估算干岩弹性特性对于准确解释油气储层的地震响应至关重要。我们通过模拟泥浆渗透对电阻率和声波测井的影响,描述了一种估算岩石弹性模量的新方法。泥浆滤液侵入的模拟考虑了泥浆滤液与烃类之间流体驱替和混合的动态过程。通过调整基本的岩石物理特性,可以将计算出的电阻率空间分布与电阻率测井值进行匹配。然后,我们对流体饱和度的二维空间分布进行Biot-Gassmann流体置换,并初步估计了干散装(kdry)模量和剪切刚度(μdry)以及典型地层泊松比(ν)的约束。此过程生成了压缩波和剪切波速度以及密度的二维空间分布。随后,模拟声波波形以计算剪切波慢度。使用修正的Gregory-Pickett(1963)对Biot(1956)方程的解来逐步调整干散模量的初始估计值,以估计抗剪刚度,其收敛于剪切波慢度的对数值。然后消除对泊松比的约束,并通过模拟声学对数(单极)和匹配对数推导的压缩波慢度,获得干散模量的精确估计。该技术可得出可靠的干散模量和剪切刚度估算值,与实验室岩心测量值相比具有很好的可比性。所得的干岩弹性特性可用于计算没有泥浆滤液侵入效应的地震压缩波和剪切波速度,以进行进一步的地震驱动油藏表征研究。

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