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Contact line friction and surface tension effects on seismic attenuation and effective bulk moduli in rock with a partially saturated crack

机译:接触线摩擦和表面张力对部分饱和裂缝岩石中地震衰减和有效体积模量的影响

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The effect of surface phenomena occurring at the interfaces between immiscible fluids and a solid on the seismic attributes of partially saturated rocks has not yet been fully studied. Meanwhile, over the past two decades considerable progress has been made in the physics of wetting to understand effects such as contact line friction, contact line pinning, contact angle hysteresis, and equilibrium contact angle. In this paper, we developed a new rock physics model considering the aforementioned effects on seismic properties of the rock with a partially saturated plane-strain crack. We demonstrated that for small wave-induced stress perturbations, the contact line of the interface meniscus will remain pinned, while the meniscus will bulge and change its shape through the change of the contact angles. When the stress perturbation is larger than a critical value, the contact line will move with advancing or receding contact angle depending on the direction of contact line motion. A critical stress perturbation predicted by our model can be in the range of approximate to 10(2)-10(4) Pa, that is typical for linear seismic waves. Our model predicts strong seismic attenuation in the case when the contact line is moving. When the contact line is pinned, the attenuation is negligibly small. Seismic attenuation is associated with the hysteresis of loading and unloading bulk moduli, predicted by our model. The hysteresis is large when the contact line is moving and negligibly small when the contact line is pinned. Furthermore, we demonstrate that the bulk modulus of the rock with a partially saturated crack depends also on the surface tension and on the contact angle hysteresis. These parameters are typically neglected during calculation of the effecting fluid moduli by applying different averaging techniques. We demonstrate that contact line friction may be a dominant seismic attenuation mechanism in the low frequency limit (approximate to 10 Hz) when capillary forces dominate over viscous forces during wave-induced two-phase fluid flow.
机译:尚未完全研究在不混溶的流体和固体之间的界面处发生的表面现象对部分饱和岩石的地震属性的影响。同时,在过去的二十年中,在润湿物理学上取得了相当大的进步,以了解诸如接触线摩擦,接触线钉扎,接触角滞后和平衡接触角等影响。在本文中,我们考虑到上述对平面饱和裂纹部分饱和的岩石的地震特性的影响,开发了一个新的岩石物理模型。我们证明了对于小波引起的应力扰动,界面弯液面的接触线将保持固定,而弯液面将凸出并通过改变接触角而改变其形状。当应力扰动大于临界值时,取决于接触线运动的方向,接触线将以前进或后退接触角移动。由我们的模型预测的临界应力扰动可以在大约10(2)-10(4)Pa的范围内,这是线性地震波的典型特征。当接触线移动时,我们的模型将预测强烈的地震衰减。固定接触线时,衰减很小。地震衰减与我们的模型预测的加载和卸载体积模量的滞后相关。接触线移动时的磁滞较大,而固定接触线时的磁滞较小。此外,我们证明了具有部分饱和裂纹的岩石的体积模量还取决于表面张力和接触角滞后。这些参数通常在通过应用不同的平均技术来计算有效流体模量的过程中被忽略。我们证明,在波浪诱导的两相流体流动中,毛细力超过粘性力时,接触线摩擦可能是低频极限(<约10 Hz)中主要的地震衰减机制。

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