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The impact of different aperture distribution models and critical stress criteria on equivalent permeability in fractured rocks

机译:不同孔径分布模型和临界应力准则对裂隙岩体等效渗透率的影响

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Predicting equivalent permeability in fractured reservoirs requires an understanding of the fracture network geometry and apertures. There are different methods for defining aperture, based on outcrop observations (power law scaling), fundamental mechanics (sublinear length-aperture scaling), and experiments (Barton-Bandis conductive shearing). Each method predicts heterogeneous apertures, even along single fractures (i.e., intrafracture variations), but most fractured reservoir models imply constant apertures for single fractures. We compare the relative differences in aperture and permeability predicted by three aperture methods, where permeability is modeled in explicit fracture networks with coupled fracture-matrix flow. Aperture varies along single fractures, and geomechanical relations are used to identify which fractures are critically stressed. The aperture models are applied to real-world large-scale fracture networks. (Sub) linear length scaling predicts the largest average aperture and equivalent permeability. Barton-Bandis aperture is smaller, predicting on average a sixfold increase compared to matrix permeability. Application of critical stress criteria results in a decrease in the fraction of open fractures. For the applied stress conditions, Coulomb predicts that 50% of the network is critically stressed, compared to 80% for Barton-Bandis peak shear. The impact of the fracture network on equivalent permeability depends on the matrix hydraulic properties, as in a low-permeablematrix, intrafracture connectivity, i.e., the opening along a single fracture, controls equivalent permeability, whereas for a more permeable matrix, absolute apertures have a larger impact. Quantification of fracture flow regimes using only the ratio of fracture versus matrix permeability is insufficient, as these regimes also depend on aperture variations within fractures.
机译:预测裂缝性储层的等效渗透率需要了解裂缝网络的几何形状和孔隙。基于露头观测(幂律定标),基本力学(亚线性长度-孔径定标)和实验(Barton-Bandis导电剪切),有不同的孔径定义方法。每种方法都可以预测均匀的孔径,即使沿着单个裂缝(即裂缝内变化)也可以预测,但大多数裂缝储层模型都暗示单个裂缝的孔径恒定。我们比较了三种孔隙率方法预测的孔隙率和渗透率的相对差异,其中渗透率在具有耦合裂缝矩阵流的显式裂缝网络中建模。孔沿单个裂缝变化,并且通过地质力学关系来确定哪些裂缝受到了应力作用。孔径模型被应用于现实世界的大规模裂缝网络。 (子)线性长度缩放可预测最大平均孔径和等效渗透率。 Barton-Bandis孔径较小,与基质渗透率相比,平均提高了六倍。临界应力准则的应用导致开放裂缝的分数减少。对于所施加的应力条件,Coulomb预测网络的50%处于临界应力状态,而Barton-Bandis峰值剪切力则为80%。裂缝网络对等效渗透率的影响取决于基质的水力性质,因为在低渗透性基质中,裂缝内部连通性即沿单个裂缝的开口控制了等效渗透率,而对于渗透性较高的基质,绝对孔径具有影响更大。仅使用裂缝与基质渗透率之比对裂缝流态进行定量分析是不够的,因为这些方案还取决于裂缝内的孔径变化。

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