首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Theoretical modeling insights into elastic wave attenuation mechanisms in marine sediments with pore-filling methane hydrate
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Theoretical modeling insights into elastic wave attenuation mechanisms in marine sediments with pore-filling methane hydrate

机译:孔隙填充甲烷水合物海洋沉积物中弹性波衰减机制的理论建模洞察

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The majority of presently exploitable marine methane hydrate reservoirs are likely to host hydrate in disseminated form in coarse grain sediments. For hydrate concentrations below 25-40%, disseminated or pore-filling hydrate does not increase elastic frame moduli, thus making impotent traditional seismic velocity-based methods. Here, we present a theoretical model to calculate frequency-dependent P and S wave velocity and attenuation of an effective porous medium composed of solid mineral grains, methane hydrate, methane gas, and water. The model considers elastic wave energy losses caused by local viscous flow both (i) between fluid inclusions in hydrate and pores and (ii) between different aspect ratio pores (created when hydrate grows); the inertial motion of the frame with respect to the pore fluid (Biot's type fluid flow); and gas bubble damping. The sole presence of pore-filling hydrate in the sediment reduces the available porosity and intrinsic permeability of the sediment affecting Biot's type attenuation at high frequencies. Our model shows that attenuation maxima due to fluid inclusions in hydrate are possible over the entire frequency range of interest to exploration seismology (1-10(6)Hz), depending on the aspect ratio of the inclusions, whereas maxima due to different aspect ratio pores occur only at sonic to ultrasound frequencies (10(4)-10(6)Hz). This frequency response imposes further constraints on possible hydrate saturations able to reproduce broadband elastic measurements of velocity and attenuation. Our results provide a physical basis for detecting the presence and amount of pore-filling hydrate in seafloor sediments using conventional seismic surveys.
机译:目前可开采的大多数海洋甲烷水合物储层可能以浸染形式存在于粗粒沉积物中。对于水合物浓度低于25-40%的情况,浸染状或孔隙填充的水合物不会增加弹性框架模量,因此传统的基于地震速度的方法是无效的。在这里,我们提出了一个理论模型来计算由固体矿物颗粒、甲烷水合物、甲烷气体和水组成的有效多孔介质的频率相关的P波和S波速度和衰减。该模型考虑了由局部粘性流动引起的弹性波能量损失(i)水合物中的流体包裹体和孔隙之间,以及(ii)不同长径比孔隙之间(水合物生长时产生);框架相对于孔隙流体的惯性运动(比奥流体流动);气泡阻尼。沉积物中唯一存在的孔隙填充水合物会降低沉积物的有效孔隙度和固有渗透率,从而影响高频下的比奥类型衰减。我们的模型表明,水合物中的流体包裹体可能在勘探地震学关注的整个频率范围内(1-10(6)Hz)出现衰减最大值,这取决于包裹体的纵横比,而不同纵横比孔隙产生的最大值仅出现在声波与超声波频率(10(4)-10(6)Hz)下。这种频率响应对可能的水合物饱和度施加了进一步的限制,以再现速度和衰减的宽带弹性测量。我们的研究结果为使用常规地震测量检测海底沉积物中孔隙填充水合物的存在和数量提供了物理基础。

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