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非均质天然气藏的岩石物理模型及含气饱和度反演 被引量:41
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作者 巴晶 晏信飞 +5 位作者 陈志勇 徐光成 卞从胜 曹宏 姚逢昌 孙卫涛 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2013年第5期1696-1706,共11页
非均质气藏中,天然气一般呈"斑块状"分布于含水岩石内部,这种非均匀分布特征会导致地震波显著的频散与衰减现象.为发展适用于碳酸盐岩储层中流体检测的岩石物理模型,本文基于Biot-Rayleigh波动方程,实现了对非饱和岩石的多尺... 非均质气藏中,天然气一般呈"斑块状"分布于含水岩石内部,这种非均匀分布特征会导致地震波显著的频散与衰减现象.为发展适用于碳酸盐岩储层中流体检测的岩石物理模型,本文基于Biot-Rayleigh波动方程,实现了对非饱和岩石的多尺度理论建模,预测了不同尺度下波响应与岩性、流体间的定量联系.将此项建模技术应用于阿姆河右岸的灰岩气藏,给出了多尺度的岩石物理学图板.通过与实验数据、测井精细解释结果及地震数据的对比分析,本文论证了图板的正确性与可适用性.结合叠后波阻抗反演与叠前弹性参数反演,基于地震资料进行了储层含气饱和度与孔隙度的反演,反演结果与各井实际的产气情况吻合. 展开更多
关键词 岩石物理模型 biot-rayleigh理论 非均质 孔隙度 饱和度 气藏检测
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Rock physics modeling of heterogeneous carbonatereservoirs: porosity estimation and hydrocarbon detection 被引量:7
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作者 于豪 巴晶 +5 位作者 Carcione Jose 李劲松 唐刚 张兴阳 何新贞 欧阳华 《Applied Geophysics》 SCIE CSCD 2014年第1期9-22,115,共15页
In heterogeneous natural gas reservoirs, gas is generally present as small patch-like pockets embedded in the water-saturated host matrix. This type of heterogeneity, alsocalled "patchy saturation", causes significa... In heterogeneous natural gas reservoirs, gas is generally present as small patch-like pockets embedded in the water-saturated host matrix. This type of heterogeneity, alsocalled "patchy saturation", causes significant seismic velocity dispersion and attenuation. Toestablish the relation between seismic response and type of fluids, we designed a rock physicsmodel for carbonates. First, we performed CT scanning and analysis of the fluid distributionin the partially saturated rocks. Then, we predicted the quantitative relation between the waveresponse at different frequency ranges and the basic lithological properties and pore fluids.A rock physics template was constructed based on thin section analysis of pore structuresand seismic inversion. This approach was applied to the limestone gas reservoirs of the rightbank block of the Amu Darya River. Based on poststack wave impedance and prestack elasticparameter inversions, the seismic data were used to estimate rock porosity and gas saturation.The model results were in ~ood a^reement with the production regime of the wells. 展开更多
关键词 Rock PHYSICS modeling biot-rayleigh theory heterogeneity porosity saturation velocity dispersion gas RESERVOIR detection
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饱和土中单桩在瑞利波作用下的动力响应 被引量:19
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作者 陆建飞 聂卫东 《岩土工程学报》 EI CAS CSCD 北大核心 2008年第2期225-231,共7页
研究了频域内半空间饱和土中单桩在瑞利波作用下的动力响应。首先利用Muki的虚拟桩方法,将桩土共同作用问题分解为拓展的半空间饱和土和虚拟桩的叠加。拓展的半空间饱和土用Biot理论求解,而虚拟桩则用杆和梁的振动理论求解。利用半空间... 研究了频域内半空间饱和土中单桩在瑞利波作用下的动力响应。首先利用Muki的虚拟桩方法,将桩土共同作用问题分解为拓展的半空间饱和土和虚拟桩的叠加。拓展的半空间饱和土用Biot理论求解,而虚拟桩则用杆和梁的振动理论求解。利用半空间饱和土的基本解和自由波场解及桩、土间变形协调条件,建立了桩土共同作用的第二类Fredholm积分方程。对积分方程的数值求解可得桩在瑞利波作用下的动力响应。数值结果显示了饱和土的渗透系数、桩土相对刚度及入射波的频率对桩的动力响应有显著影响。 展开更多
关键词 BIOT理论 瑞利波 FREDHOLM积分方程 饱和土
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移动简谐力作用下三维多孔饱和半空间的动力问题 被引量:2
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作者 刘琦 金波 《固体力学学报》 CAS CSCD 北大核心 2008年第1期98-103,共6页
研究了移动荷载作用下多孔饱和地基的动力问题.应用Fourier变换求解该问题的控制偏微分方程,考虑了荷载的移动速度及振动频率对多孔饱和地基动力响应的影响,重点研究了移动速度达地基表面波速时多孔饱和半空间的振动问题(马赫效应),并... 研究了移动荷载作用下多孔饱和地基的动力问题.应用Fourier变换求解该问题的控制偏微分方程,考虑了荷载的移动速度及振动频率对多孔饱和地基动力响应的影响,重点研究了移动速度达地基表面波速时多孔饱和半空间的振动问题(马赫效应),并与相应的弹性介质的解答进行了比较.结果显示当移动速度与多孔饱和半空间的表面波速相近时,地基会产生很大的振动;当移动速度大于表面波速时,多孔饱和半空间的动力响应与弹性半空间的动力响应有较大的差别. 展开更多
关键词 多孔饱和地基 Biot动力方程 移动荷载 地基表面波速 马赫效应
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Dispersion and attenuation of compressional waves in tight oil reservoirs: Experiments and simulations 被引量:2
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作者 Ma Ru-Peng Ba Jing +2 位作者 Carcione José Maria Zhou Xin Li Fan 《Applied Geophysics》 SCIE CSCD 2019年第1期33-45,共13页
We performed ultrasonic experiments in specimens from a tight oil reservoir. The P-wave attenuation of fl uid-saturated specimens was estimated by the spectral ratio method. The results suggest that at ultrasonic freq... We performed ultrasonic experiments in specimens from a tight oil reservoir. The P-wave attenuation of fl uid-saturated specimens was estimated by the spectral ratio method. The results suggest that at ultrasonic frequencies, most specimens have stronger attenuation under gas-saturated conditions than at water- or oil-saturated conditions. The P-wave attenuation positively correlates with permeability. Scanning electron microscopy observations and the triple-porosity structure model were used to simulate the wave propagation. The P-wave velocity dispersion and attenuation are discussed on the basis of the Biot, Biot– Rayleigh double-porosity medium, and the triple-porosity structure models. The results suggest that the Biot and Biot–Rayleigh models cannot explain the attenuation, whereas the triple-porosity structure model is in agreement with the experimental data. Furthermore, we infer that microcracks are common in a porosity of 5%–10%, and the size of microcracks increases in samples with higher porosity. However, the volume ratios of microcracks and clay inclusions remain constant regardless of porosity variations. The size of microcracks is signifi cantly larger than the clay inclusions, and the bulk modulus of microcracks is lower than the bulk modulus of clays. 展开更多
关键词 POROSITY Biot RAYLEIGH WAVE DISPERSION ATTENUATION
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Velocity field of wave-induced local fluid flow in double-porosity media 被引量:4
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作者 BA Jing ZHANG Lin +1 位作者 SUN WeiTao HAO ZhaoBing 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2014年第6期1020-1030,共11页
Under the excitation of elastic waves,local fluid flow in a complex porous medium is a major cause for wave dispersion and attenuation.When the local fluid flow process is simulated with wave propagation equations in ... Under the excitation of elastic waves,local fluid flow in a complex porous medium is a major cause for wave dispersion and attenuation.When the local fluid flow process is simulated with wave propagation equations in the double-porosity medium,two porous skeletons are usually assumed,namely,host and inclusions.Of them,the volume ratio of inclusion skeletons is low.All previous studies have ignored the consideration of local fluid flow velocity field in inclusions,and therefore they can not completely describe the physical process of local flow oscillation and should not be applied to the situation where the fluid kinetic energy in inclusions cannot be neglected.In this paper,we analyze the local fluid flow velocity fields inside and outside the inclusion,rewrite the kinetic energy function and dissipation function based on the double-porosity medium model containing spherical inclusions,and derive the reformulated Biot-Rayleigh(BR)equations of elastic wave propagation based on Hamilton’s principle.We present simulation examples with different rock and fluid types.Comparisons between BR equations and reformulated BR equations show that there are significant differences in wave response characteristics.Finally,we compare the reformulated BR equations with the previous theories and experimental data,and the results show that the theoretical results of this paper are correct and effective. 展开更多
关键词 流体流动 孔隙介质 速度场 HAMILTON原理 波传播方程 弹性波传播 多孔介质 耗散函数
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