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Viscoelasticity of Ells River bitumen sand and 4D monitoring of thermal EOR processes

机译:ELLS River Bitumen Sand的粘弹性和4D监测热EOR过程

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Samples of Ells River bitumen sand (Broughton, 2012) from Alberta, Canada were measured at low frequencies (0.2-205 Hz) to determine the frequency dependence of velocities and attenuations. With residual air in the pores, at 5°C, there is strong dispersion in the P-wave modulus and a peak in attenuation at seismic frequencies. The attenuation peak shifts by three orders of magnitude in frequency as temperature is increased from 5° to 48°C, consistent with the bitumen's viscosity. When the empty pore space is filled with water, the bulk modulus increases from the empty frame value (0.89 GPa) to 8.33 GPa as predicted by Gassmann's equation. Increasing the temperature from 5° to 49°C causes a 34% reduction in the saturated bulk modulus and only a 6% reduction in the shear modulus. This can only be explained by the temperature-dependent bulk modulus of bitumen. There will be a progressive reduction in velocities, i.e., -11% at 25°C and -17% at 49°C, in areas of formation heating, but without steam or gas in the pores. While smaller than the effect of steam, the effect of formation heating alone is large enough to be easily detected by today's 4D surveys. With local rock physics calibration, it should be possible to map the areal extent of formation heating using 4D seismic data.
机译:ELLS河沥青砂(布劳,2012)阿尔伯塔样品,加拿大在低频(0.2-205赫兹)进行测定,以确定速度和衰减的频率依赖性。随着孔隙残留空气,在5℃下,存在P波模量较强的分散,并在地震频率在衰减的峰。衰减峰位移通过在频率三个数量级为温度从5℃升高至48℃,用沥青的粘度是一致的。当空孔空间充满水,从空帧的值(0.89 GPa)的8.33 GPA的体积弹性模量的增加,通过以Gassmann方程预测。从5升温°〜49℃使在饱和体积弹性模量的降低34%和只有在剪切模量的降低6%。这只能通过沥青的依赖于温度的体积弹性模量进行说明。会有在速度逐渐减小,即,-11%,在25℃,并在49℃-17%,在地层加热的区域,但没有在孔中的蒸汽或气体。虽然比蒸汽的影响较小,形成单独加热的效果是足够大的,以今天的4D调查很容易检测。与本地岩石物理校准,它应该是可能的映射使用4D地震数据地层加热的面积范围。

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