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首页> 外文期刊>Geophysics: Journal of the Society of Exploration Geophysicists >Modeling squirt dispersion and attenuation in fluid-saturated rocks using pressure dependency of dry ultrasonic velocities
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Modeling squirt dispersion and attenuation in fluid-saturated rocks using pressure dependency of dry ultrasonic velocities

机译:利用干超声速度的压力相关性对流体饱和岩石中的水分散和衰减建模

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摘要

Modeling dispersion and attenuation of elastic waves in fluidsaturated rocks due to squirt flow requires the knowledge of a number of geometrical parameters of the pore space, in particular, the characteristic aspect ratio of the pores. These parameters are usually inferred by fitting measurements on saturated rocks to model predictions. To eliminate such fitting and thus make the model more predictive, we propose to recover the geometrical parameters of the pore space from the pressure dependency of elastic moduli on dry samples. Our analysis showed that the pressure dependency of elastic properties of rocks (and their deviation from Gassmann’s prediction) at ultrasonic frequencies is controlled by the squirt flow between equant, stiff, and so-called intermediate pores (with aspect ratios between 10~(-3)–2 × 10~(-1)). Such intermediate porosity is expected to close at confining pressures of between 200 and 2000 MPa, and thus cannot be directly obtained from ultrasonic experiments performed at pressures below 50 MPa. However, the presence of this intermediate porosity is inferred from the significant linear trend in the pressure dependency of elastic properties of the dry rock and the difference between the bulk modulus of the dry rock computed for spherical pores and the measured modulus at 50 MPa. Moreover, we can infer the magnitude of the intermediate porosity and its characteristic aspect ratio. Substituting these parameters into the squirt model, we have computed elastic moduli and velocities of the water-saturated rock and compared these predictions against laboratory measurements of these velocities. The agreement is good for a number of clean sandstones, but not unexpectedly worse for a broad range of shaley sandstones. Our predictions showed that dispersion and attenuation caused by the squirt flow between compliant and stiff pores may occur in the seismic frequency band. Confirmation of this prediction requires laboratory measurements of elastic properties at these frequencies.
机译:对由射流引起的流体饱和岩石中弹性波的离散和衰减进行建模需要了解孔隙空间的许多几何参数,尤其是孔隙的特征纵横比。这些参数通常是通过将饱和岩石上的测量值拟合以建立模型预测来推断的。为了消除这种拟合,从而使模型更具预测性,我们建议从弹性模量对干燥样品的压力依赖性中恢复孔隙空间的几何参数。我们的分析表明,在超声频率下,岩石的弹性特性(及其与Gassmann的预测的偏差)对压力的依赖性由等孔,刚性孔和所谓的中间孔(纵横比在10〜(-3之间)之间的射流控制)–2×10〜(-1))。预期这种中间孔隙率将在200至2000 MPa的封闭压力下闭合,因此无法直接从低于50 MPa的压力下进行的超声实验中获得。然而,这种中间孔隙的存在是根据干岩石的弹性特性对压力的显着线性趋势以及为球形孔计算的干岩石的体积模量与在50 MPa下测得的模量之间的差异得出的线性趋势来推断的。此外,我们可以推断出中间孔隙度的大小及其特征纵横比。将这些参数代入喷射模型中,我们已经计算了水饱和岩石的弹性模量和速度,并将这些预测与这些速度的实验室测量值进行了比较。该协议对许多清洁的砂岩有利,但对大范围的沙利砂岩却不会出乎意料地恶化。我们的预测表明,顺应性孔和刚性孔之间的喷水流动引起的色散和衰减可能会在地震频段内发生。要确认此预测,需要在这些频率下对实验室的弹性特性进行测量。

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