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Pressure Effects on Porosity-Log Responses Using Rock Physics Modeling: Implications on Geophysical and Engineering Models as Reservoir Pressure Decreases

机译:使用岩石物理建模对孔隙度对数响应的压力影响:对地球物理和工程模型的影响随着水库压力降低

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摘要

Due to changes in fluid properties, porosity log responses change with pressure, especially for gas/water systems. Velocity data (compressional and shear) can be described using the Krief rock physics model. This model involves relationships among compressional and shear velocities, rock bulk density, elastic moduli of the matrix, shale and fluid components, shear modulus of the solids, and Biot coefficients. Density response is governed by changing gas density as a function of pressure. Neutron response is controlled by hydrogen indicies of the fluids and the excavation effect. A complete porosity log suite model is presented whereby pseudo porosity logs are calculated as pressure and gas saturation dependent functions. Matrix and shale properties are included. Additionally mechanical properties with changing pressure and saturation are available. From compressional travel time and density log responses, changes in synthetic seismograms as reservoir pressure is reduced can be calculated. This application has significant implications in the interpretation of 4-D seismic surveys over reservoirs undergoing pressure depletion. Estimates of changing mechanical properties as functions of saturation and pressure have a number of engineering applications, including stimulation design and sand control. Examples from a variety of clastic and carbonate reservoirs are presented, including intermediate depth hard rocks, deep offshore soft rocks, and shallow onshore soft rocks.
机译:由于流体性质的变化,孔隙率对数应响应压力,特别是对于气/水系统而变化。可以使用krief岩石物理模型描述速度数据(压缩和剪切)。该模型涉及压缩和剪切速度之间的关系,岩石堆积密度,基质的弹性模量,页岩和流体组分,固体剪切模量和Biot系数。密度响应通过改变气体密度作为压力的函数来控制。中子响应由氢气控制的流体和挖掘效果控制。提出了一个完整的孔隙度日志套件模型,其中伪孔隙度日志被计算为压力和气体饱和度功能。包括矩阵和页岩属性。另外,有压力和饱和度的机械性能可获得。根据压缩行程时间和密度日志响应,可以计算作为储层压力的合成地震图的变化。本申请对储层储存的4-D地震调查解释具有重大影响。改变机械性能作为饱和度和压力功能的估计具有许多工程应用,包括刺激设计和砂控制。提出了各种碎屑和碳酸盐储层的实例,包括中间深度硬岩,深近海软岩,浅陆上软岩。

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