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Accounting for seismic scale in stochastic reservoir simulations constrained by seismic data

机译:受地震数据约束的随机储层模拟中的地震规模核算

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Intergrating seismci dat ain 3D reservoir property simulations leads to more accurate reservoir models. But the difference of scale between both data should be taken into account. For that, seismci data are usually considered as 2D informaiton, hence related to the veritcally averaged reservoir property; this implies that the seismic scale (or resolution) is identified to the reservoir thickness, i.e. to some user-defined size independent of the actual seismic volume support. In this context, we propose a methodology which takes into account a more realistic 3D seismic volume support. This methodology calls realistic 3D seismic volume support. This methodology calls first for the determination of the 3D volume support of the first for the determination of the 3D volume support of the seismic data by determination fo the 3D volume support of the seismci data by looking at seismic variograms or at the seismic signal. Then, a two-step simulation methodology is applied. In signal. Then, a two-step simulation methodology is applied. In step 1, the reservoir property cube at seismci scale (i.e., on the seismic volume support) is estimated from the seismic data. In step 2, the resulting estimated cube is used for constraining the Sequential Gaussian Simulation (SGS) of the reservoir property (at point scale) either through cokriging of data at different scales or through non stationary kriging. An application of this methodology is presented; porosities are simulated at one reservoir level. constrained by a 3D impedance cube after inversion. Results of both Step 2 alternatives are compared in terms of input reproduction, easiness of implementation, computing time, impact of the seismci data,...
机译:集成地震数据3D储层属性模拟可得出更准确的储层模型。但是,应考虑两个数据之间的比例差异。因此,地震数据通常被认为是2D信息,因此与垂直平均储层物性有关。这意味着要根据储层厚度确定地震标度(或分辨率),即确定为一些用户定义的尺寸,而与实际地震体积支撑无关。在这种情况下,我们提出了一种方法,该方法考虑了更现实的3D地震体支持。这种方法称为逼真的3D地震体支持。该方法首先要求通过查看地震变量图或地震信号来确定地震数据的3D体积支持,首先确定3D体积支持,以确定地震数据的3D体积支持。然后,应用了两步仿真方法。输入信号。然后,应用了两步仿真方法。在步骤1中,根据地震数据估算地震规模(即在地震体支撑上)的储层属性立方体。在步骤2中,通过对不同比例的数据进行联合克里格法或通过非平稳克里格法,将所得的估计立方用于约束储层属性的连续高斯模拟(SGS)(在点尺度上)。提出了这种方法的应用;在一个储层中模拟孔隙度。反演后受3D阻抗立方体的约束。比较两个步骤2的结果的结果,包括输入再现,实现的难易程度,计算时间,地震数据的影响,...

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