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Experimental study on frequency-dependent elastic properties of weakly consolidated marine sandstone: effects of partial saturation

机译:弱巩固海洋砂岩频依赖弹性特性的实验研究:偏饱和的影响

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Investigating seismic dispersion and attenuation characteristics of loosely compacted marine sandstone is essential in reconciling different geophysical measurements (surface seismic, well logging and ultrasonic) for better characterization of a shallow marine sandstone reservoir. We have experimented with a typical high-porosity and high-permeability sandstone sample, extracted from the Paleogene marine depositional setting in the Gulf of Mexico, at the low-frequency band (2-500 Hz) as well as ultrasonic point (10(6)Hz), to investigate the effects of varying saturation levels on a rock's elasticity. The results suggest that the Young's modulus of the measured sample with adsorbed moisture at laboratory conditions (room temperature, 60%-90% humidity) exhibits dispersive behaviours. The extensional attenuation can be as high as 0.038, and the peak frequency occurs around 60 Hz. The extensional attenuation due to moisture adsorption can be dramatically mitigated with the increase of confining pressure. For partial saturation status, extensional attenuation increases as increasing water saturation by 79% with respect to the measured frequencies. Additionally, the results show that extensional attenuation at the fully water-saturated situation is even smaller than that at adsorbed moisture conditions. The Gassmann-Wood model can overall capture the P-wave velocity-saturation trend of measured data at seismic frequencies, demonstrating that the partially saturated unconsolidated sandstone at the measured seismic frequency range is prone to be in the relaxed status. Nevertheless, the ultrasonic velocities are significantly higher than the Gassmann-Wood predictions, suggesting that the rocks are in the unrelaxed status at the ultrasonic frequency range. The poroelastic modelling results based on the patchy saturation model also indicate that the characteristic frequency of the partially saturated sample is likely beyond the measured seismic frequency range.
机译:调查松散压实的海洋砂岩的地震色散和衰减特性在调节不同地球物理测量(表面地震,井测井和超声)中是必不可少的,以便更好地表征浅海砂岩储层。我们已经尝试过典型的高孔隙率和高渗透性砂岩样品,从墨西哥湾的古雄海洋沉积设置中提取,在低频带(2-500Hz)以及超声波点(10(6 )Hz),调查不同饱和水平对岩石弹性的影响。结果表明,测量样品的杨氏模量在实验室条件下具有吸附的水分(室温,60%-90%湿度)表现出分散行为。延伸衰减可以高达0.038,峰值频率发生在60 Hz约为60 Hz。随着狭窄压力的增加,可以显着减轻由于水分吸附引起的延伸衰减。对于部分饱和状态,随着测量的频率的增加,延伸衰减增加了79%的水饱和度。另外,结果表明,在完全水饱和的情况下的延伸衰减甚至比吸附的水分条件下的延伸衰减。 Gassmann-Wood模型可以整体捕获地震频率下测量数据的P波速度 - 饱和度趋势,表明测量的地震频率范围内的部分饱和的未溶解砂岩容易处于松弛状态。然而,超声波速度显着高于Gassmann-Wood预测,表明岩石处于超声波频率范围内的未密封状态。基于斑斑饱和模型的孔弹性建模结果还表明部分饱和样品的特征频率可能超出测量的地震频率范围。

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