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Test of Rock Physics Models for Prediction of Seismic Velocities in Shallow Unconsolidated Sands

机译:岩石物理模型试验浅层遮蔽砂中地震速度的预测

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In this paper various rock physics models are tested for the prediction of seismic parameters in shallow unconsolidated sands. For evaluation of the models we use well log data containing P- and S-velocities, porosity, water-saturation and mineralogy. Our main approach implies the use of various contact theories, as Hertz-Mindlin and Walton with rough or smooth grain contact points, to model the elastic properties of the high porosity end member. Then bounding models, such as the Hashin-Shtrikman lower bound or the Reuss bound, are used to estimate the properties for porosities within the high porosity and mineral end member.Additionally, we check the empirical models with parameters from laboratory measurements made by Zimmer et al (2007). Using either Hertz-Mindlin or Walton with rough bounds to define the high porosity end member gives an over prediction of the velocities: P-velocity by a factor of ~1.4 and S-velocity by a factor of ~1.7. Combining Walton with smooth grain contacts with Hashin-Shtrikman lower bound gave reasonable results, except for the low porosity interval. Walton with smooth grain contact points, combined with Reuss bound describes the data very well. The empirical models also gave a very good fit to data.
机译:在本文中,测试各种岩石物理模型,用于预测浅不整除的砂中的地震参数。为了评估模型,我们使用含有P-和S型速度,孔隙度,水饱和度和矿物学的井日志数据。我们的主要方法意味着使用各种接触理论,如赫兹棉花和瓦尔顿用粗糙或光滑的晶粒接触点,以塑造高孔隙末端构件的弹性特性。然后,诸如Hashin-shtrikman下限或Reuss绑定的界限模型用于估计高孔隙率和矿物端部门内的孔隙率的性质。解释,我们检查Zimmer et制作的实验室测量的参数的实证模型al(2007)。使用Hertz-Mindl或Walton具有粗糙的界限来定义高孔隙率端部构件,其过度预测速度:P速度〜1.4的倍数〜1.4,速度〜1.7倍。将Walton与Hashin-Shtrikman下界的光滑晶粒接触结合,除了低孔隙度间隔之外的合理结果。 Walton具有光滑的晶粒接触点,结合Reuss绑定描述了数据。经验模型也非常适合数据。

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