共查询到19条相似文献，搜索用时 515 毫秒
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基于BISQ模型的各向同性孔隙介质弹性波三维交错网格高阶有限差分数值模拟 总被引：1，自引：1，他引：1
从BISQ模型弹性波的本构方程和运动方程出发，推导出了基于BISQ模型的各向同性孔隙介质弹性波三维高阶交错网格有限差分算法，进行了数值模拟，在低频下能看到明显的快纵波、快横波和微弱慢纵波，在高频情况下可以看到明显的快纵波、快横波、慢纵波和慢横波。在三维情况下对比了xoz、xoy、yoz平面内的波场切片，并对平行xoz平面，不同y值处的波场切片进行了对比，结果证明三维数值模拟可以从不同角度更好地反映波场的传播特性。 相似文献
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基于BISQ模型双相各向同性介质中地震波数值模拟 总被引：11，自引：2，他引：9
基于BISQ机制,推导了双相各向同性介质中弹性波数值模拟方程,并借助交错网格有限差分方法进行了波场模拟。证实了三种波(快纵波、慢纵波、横波SV)的存在和波场特征;在合成地震记录中,观测列三种波的反射,由于各种波相互之间的转换,转换波在地震记录中显示也很清楚,这使得波场变得更为复杂化。 相似文献
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地球物理勘探中的含油气储层通常被认为是一种典型的双相介质,这种介质模型能更精确的描述含气性储层的特征,开展双相介质波场传播特性的研究具有十分重要意义。研究以Biot理论为基础,从双相介质中的纵波方程出发,导出求解双相各向同性介质中纵波方程的高阶差分格式,在此基础上实现双相各向同性介质中纵波方程的高阶有限差分法正演模拟,数值模拟结果表明:这种算法能在少量增加计算量的前提下大大提高精度,同时波场模拟结果与理论相吻合,波场快照快慢纵波的波场反映出不同速度、相位相反等特征差异,对将该理论应用于实际有重要的指导意义。 相似文献
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基于改进BISQ模型的地震波场数值模拟 总被引：1，自引：0，他引：1
Biot流动和喷射流动是含流体多孔隙介质中流体流动的二种重要力学机制,Dvorkin和Nur提出了同时包含Biot流动和喷射流动力学机制的统一的BISQ(Biot-Squirt)模型。由于BISQ模型的流体压力表达式十分复杂,MamadouS.D和ErwinA又在引入Squirt机制的同时提出了不含特征喷射流动长度的改进BISQ模型。这里基于改进BISQ模型,运用伪谱法进行了波场模拟,证实了快P波、慢P波、SV波和SH波的存在。通过与Biot模型和BISQ模型的比较,改进BISQ模型计算简单,便于描述,正演模拟结果也与其它二个模型保持一致,是一种可行的新BISQ模型。 相似文献
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应用双相介质波动方程,推导了双相横向各向同性介质(TI)中波动方程的有限差分格式,对双相TI介质中弹性波有限差分数值进行了模拟.结果表明,弹性波在双相TI介质中传播时,除了存在常规的快纵波(qP1)和横波以外,还存在慢纵波( qP2).并且慢纵波的速度明显小于快纵波,而且受耗散系数的影响衰减地很快,所以在实际中很难观测到慢纵波.快纵波在固相和流相中相位相同,而慢纵波在固相和流相中的相位相反.慢纵波在流相中振幅大,而在固相中的振幅较小. 相似文献
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基于纵波、横波解耦的弹性波高阶有限差分方程和PML吸收边界条件,实现了RVSP观测统中弹性波数值模拟。采用完全弹性波波动方程进行数值模拟,可以得到纵波和横波的混合波场,且波场丰富,符合实际地震波的传播规律。该正演模拟方法纵波、横波自然解耦,产生全波场、纯纵波和纯横波模拟记录。通过对层状介质模型、凹陷模型,以及实际复杂介质模型的RVSP弹性波进行数值模拟,得到各模型不同分量下全波、纯纵波和纯横波的波场,并对弹性波传播特征进行了分析,为下一步的RVSP地震资料处理和解释工作奠定了理论基础。 相似文献
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利用高阶交错网格有限差分模拟Kelvin-Voigt黏弹性介质中传播的地震波,同时将完全匹配层吸收边界条件引入到其边界处理中。数值模拟结果表明,完全匹配层吸收边界效果好,高阶有限差分能模拟得到的黏弹性介质波场精度较高。对模拟的黏弹性波场进行分析,表明介质的粘滞性使地震反射波的能量变弱,高频衰减明显,并比低频衰减得快,主频向低频方向移动,有效频带变窄,即降低了地震波的分辨率;并且反射转换波比反射纵波要衰减得快;而且还随着传播距离的增加,其峰值频率也逐渐降低。通过数值模拟分析具有不同的粘滞系数介质对地震波的吸收和衰减,结果表明随着粘滞系数的增大,地下介质对地震波的吸收衰减更明显。 相似文献
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地震波场数值模拟方法多种多样,各种方法都有各自的特点.这里推出一种全新地震波场模拟方法--基于Forsyte广义正交多项式的迭积微分算子法,该方法将计算数学中的Forsyte多项式,应用到地震波传播的数值模拟中,它同时具有广义正交多项式迭积微分算子的高精度和有限差分短算子算法的高速度.通过对算子长度的调节及算子系数的优化,可同时兼顾波场解的全局信息与局部信息.复杂非均匀介质模型数值模拟结果说明了该方法的可行性.将该方法的计算结果与傅氏变换伪谱法、错格高阶有限差分法相比较,结果说明,该方法在波场模拟方面具有较好的发展潜力,并具有自身独到的优越性. 相似文献
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采用交错网格技术将速度-应力方程中的速度对时间的导数转化为应力对空间的导数, 将弹性波动方程表示为与二阶双曲方程等价的一阶应力-速度公式, 以实现三维三分量地震波场模拟。对获得的波场快照、VSP记录图像和地面记录图像进行波场分析, 发现在波场图像中存在明显的拟P波、拟快横波和慢横波, 还出现了横波分裂、横波分裂盲区及波面三分叉等地震波在方位各向异性介质传播时产生的特殊现象。研究结果表明, 用交错网格三维模拟方法研究方位各向异性介质对方位各向异性介质中地震波传播反演能起到很强的辅助作用。 相似文献
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笔者给出了一种能够模拟弹性波在任意各向异性介质中传播的二维三分量高阶有限差分算法.相对于常规交错网格有限差分方法,旋转交错网格有限差分方法在介质具有强差异性时能更精确地模拟地震波的传播,避免常规交错网格中因对弹性系数进行插值而带来的误差.采用高阶旋转交错网格有限差分方法模拟并分析了零偏移距横波分裂现象随裂缝介质方位角和倾角变化的响应特征.结果表明:结合完全匹配层(PML)吸收边界条件的高阶旋转交错网格有限差分方法能获得高精度的地震波场模拟数据,并且在边界具有良好的吸收效果;横波分裂现象主要受裂缝走向与波的极化方向之间的夹角影响,受裂缝倾角影响较小,且快慢横波的能量也跟裂缝走向与波极化方向间的夹角有关.具有倾斜对称轴的横向各向同性(TTI)介质倾角的变化可能会导致记录中波到达时的变化,影响快慢横波的时差.利用横波分裂的能量分布和方位各向异性特征,可以帮助检测裂缝的方位角和倾角.横波在多层TTI介质中传播时会发生多次分裂的现象. 相似文献
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从具有水平对称轴的横向各向同性（HTI）介质中的弹性波动方程出发,在交错网格空间中采用高阶差分算子对弹性波动方程进行差分离散,得到了HTI介质中地震波正演的高阶有限差分格式,研究并实现了PML吸收边界条件。在此基础上实现了HTI介质中弹性波方程的多波正演。数值算例表明,该方法能够精确模拟弹性波在复杂各向异性介质中的传播过程,得到高精度的正演记录。 相似文献
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这里实现了在2.5维各向异性介质中地震波传播的数值模拟。首先从2.5维一阶速度-应力弹性各向异性波动方程出发,得出了该方程的拟谱法数值解法;然后通过对Marmousi速度模型进行数值模拟,表明了拟谱法的有效性;最后计算并分析了均匀和混合各向异性介质中波的传播快照和理论模拟的地震记录,进一步认识了波在各向异性介质中的传播规律。 相似文献
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Development of a discontinuous approach for modeling fluid flow in heterogeneous media using the numerical manifold method 
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下载免费PDF全文 In the numerical modeling of fluid flow in heterogeneous geological media, large material contrasts associated with complexly intersected material interfaces are challenging, not only related to mesh discretization but also for the accurate realization of the corresponding boundary constraints. To address these challenges, we developed a discontinuous approach for modeling fluid flow in heterogeneous media using the numerical manifold method (NMM) and the Lagrange multiplier method (LMM) for modeling boundary constraints. The advantages of NMM include meshing efficiency with fixed mathematical grids (covers), the convenience of increasing the approximation precision, and the high integration precision provided by simplex integration. In this discontinuous approach, the elements intersected by material interfaces are divided into different elements and linked together using the LMM. We derive and compare different forms of LMMs and arrive at a new LMM that is efficient in terms of not requiring additional Lagrange multiplier topology, yet stringently derived by physical principles, and accurate in numerical performance. To demonstrate the accuracy and efficiency of the NMM with the developed LMM for boundary constraints, we simulate a number of verification and demonstration examples, involving a Dirichlet boundary condition and dense and intersected material interfaces. Last, we applied the developed model for modeling fluid flow in heterogeneous media with several material zones containing a fault and an opening. We show that the developed discontinuous approach is very suitable for modeling fluid flow in strongly heterogeneous media with good accuracy for large material contrasts, complex Dirichlet boundary conditions, or complexly intersected material interfaces. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
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ZHAO Zhixin XU Jiren Institute of Geology Chinese Academy of Geological Sciences Beijing 《《地质学报》英文版》2004,78(4):954-959
In the present study seismic wave propagation in heterogeneous media is numerically simulated by using the pseudospectral method with the staggered grid RFFT differentiation in order to clarify the cause for the complicated distribution characteristics of strong ground motion in regions with basin structure. The results show that the maximum amplitudes of simulated ground acceleration waveforms are closely related to the basin structure. Interference of seismic waves in the basin strongly affects the distribution of maximum seismic waveforms, which may result in peak disasters during earthquakes. Peak disasters might be away from basin boundaries or earthquake faults. Seismic energy transmitted into the basin from the bedrock can hardly penetrate the bottom of the basin and then travel back into the bedrock region. The seismic energy is absorbed by basin media, and transferred into the kinematical energy of seismic waves with great amplitude in the basin. Seismic waves between basins may result in seriou 相似文献
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In this paper, a fully coupled thermo-hydro-mechanical model is presented for two-phase fluid flow and heat transfer in fractured/fracturing porous media using the extended finite element method. In the fractured porous medium, the traction, heat, and mass transfer between the fracture space and the surrounding media are coupled. The wetting and nonwetting fluid phases are water and gas, which are assumed to be immiscible, and no phase-change is considered. The system of coupled equations consists of the linear momentum balance of solid phase, wetting and nonwetting fluid continuities, and thermal energy conservation. The main variables used to solve the system of equations are solid phase displacement, wetting fluid pressure, capillary pressure, and temperature. The fracture is assumed to impose the strong discontinuity in the displacement field and weak discontinuities in the fluid pressure, capillary pressure, and temperature fields. The mode I fracture propagation is employed using a cohesive fracture model. Finally, several numerical examples are solved to illustrate the capability of the proposed computational algorithm. It is shown that the effect of thermal expansion on the effective stress can influence the rate of fracture propagation and the injection pressure in hydraulic fracturing process. Moreover, the effect of thermal loading is investigated properly on fracture opening and fluids flow in unsaturated porous media, and the convective heat transfer within the fracture is captured successfully. It is shown how the proposed computational model is capable of modeling the fully coupled thermal fracture propagation in unsaturated porous media. 相似文献
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In this paper, a fully coupled numerical model is presented for the finite element analysis of the deforming porous medium interacting with the flow of two immiscible compressible wetting and non-wetting pore fluids. The governing equations involving coupled fluid flow and deformation processes in unsaturated soils are derived within the framework of the generalized Biot theory. The displacements of the solid phase, the pressure of the wetting phase and the capillary pressure are taken as the primary unknowns of the present formulation. The other variables are incorporated into the model using the experimentally determined functions that define the relationship between the hydraulic properties of the porous medium, i.e. saturation, relative permeability and capillary pressure. It is worth mentioning that the imposition of various boundary conditions is feasible notwithstanding the choice of the primary variables. The modified Pastor–Zienkiewicz generalized constitutive model is introduced into the mathematical formulation to simulate the mechanical behavior of the unsaturated soil. The accuracy of the proposed mathematical model for analyzing coupled fluid flows in porous media is verified by the resolution of several numerical examples for which previous solutions are known. Finally, the performance of the computational algorithm in modeling of large-scale porous media problems including the large elasto-plastic deformations is demonstrated through the fully coupled analysis of the failure of two earth and rockfill dams. Furthermore, the three-phase model is compared to its simplified one which simulates the unsaturated porous medium as a two-phase one with static air phase. The paper illustrates the shortcomings of the commonly used simplified approach in the context of seismic analysis of two earth and rockfill dams. It is shown that accounting the pore air as an independent phase significantly influences the unsaturated soil behavior. 相似文献