流体饱和砂岩中弹性波速度的一种动力学计算模型
A dynamic model for elastic wave velocities in fluid-saturated sandstones
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摘要: 本文在怀利(Wyllie)平均时间公式的基础上,结合声速测井的条件,引入固体骨架和孔隙流体的平均等效长度等三个假设,采用普通弹性波动力学的方法,导出流体饱和砂岩地层中弹性波传播方程,得到纵、横波速度的计算公式,从而将怀利的计算纵波速度的运动学模型,发展成计算纵、横波速度的动力学模型。本文结果与Raymer等人1980年提出的经验公式十分接近,也与Wyllie等人测定的空气饱和砂岩的声速数据相吻合。Abstract: Based on Wyllie's time——average relation and sonic velocity log conditions, introducing three assumptions and utilizing conventional elastic wave dynamical method, both P-wave and S-wave velocities are derived in this paper. And Wyllie's kinematical model for P-wave velocity is developed into dynamic model for P-wave and S-wave velocities. Our result for P-wave velocity is in good agreement with Raymer-Hunt-Gardner empirical formula. Also, our results are consistent with Wyllie's data on velocities for air-saturated sandstones.