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FAULT-RELATED FRACTURE CHARACTERIZATION: A QUANTITATIVE APPROACH IN NATURALLY FRACTURED RESERVOIR CHARACTERIZATION

机译:与故障相关的骨折表征:自然裂缝储层特征中的定量方法

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Gunung Walat Area, Sukabumi, West Java was chosen for this fault-related fracture study because of the good quality outcrops of Bayah Formation which have been created by mining activity. The principle objective of this study was to obtain empirical and functional relationships between faults and fault-related fracture zones. The methods used in this study include field survey and data acquisition, data sorting, data calculation, statistical analysis and interpretation. Field data acquisition obtained proper fault-related fracture zone attributes, with emphasis on fracture density. By using the Riedel shear model, data were sorted to obtain fault-related fracture data and to identify fractures unrelated to faulting. Data calculation results were plotted in graphical form, analyzed statistically, and interpreted geologically. Fault-related fracture intensity appears to be a function of lithology, distance from faults, fault displacement, total strain, burial depth, and fault type (Nelson, 1985). To meet the objectives of this study, the field survey was designed to find faults with different displacement that cut one or more beds. Two sandstone beds, each cut by three faults, were selected for the study. Bed Ⅰ, with a thickness of 1.1 m is cut by 3 faults that show normal displacement. Bed Ⅱ, with a thickness of 7 m is cut by 3 faults that show strike-slip normal displacement. It was assumed that the intensity of fault-related fractures in each bed is a function of distance from fault and amount of fault displacement only. Results show that fracture intensity in the hangingwall block decrease by bimodal patterns with increasing distance from the faults. These bimodal patterns are obtained using 6th-order polynomial functions. By assuming that zero fault displacement relates to zero fracture intensity, it can be demonstrated that with increasing fault displacement, fracture zone width and fracture intensity in the hangingwall block increase following a logarithmic pattern. Results also indicate that for the same fault displacement, fracture zones in the thicker bed are wider and less intense when compared to fracture zones in the thinner bed. The results of this study can be regarded as a first step toward predicting subsurface fracture system attributes along faults. The results of this study may be useful in predicting: (ⅰ) productive fracture zone width, (ⅱ) geometrical aspects of productive fracture zone, and (ⅲ) fracture porosity and permeability.
机译:由于采矿活动创造的Bayah地层的优质露头,选择了Gunung Walat地区Sukabumi,西爪哇省,为这个故障相关的骨折研究。本研究的原则目的是在缺陷和故障相关骨折区域之间获得实证和功能关系。本研究中使用的方法包括现场调查和数据采集,数据排序,数据计算,统计分析和解释。现场数据采集获得了适当的故障相关骨折区属性,重点是断裂密度。通过使用Riedel剪切模型,对数据进行分类以获得与错误相关的裂缝数据,并识别与故障无关的骨折。数据计算结果以图形形式绘制,统计分析,地质上解释。故障相关的断裂强度似乎是岩性的函数,距离故障,故障位移,总应变,埋管和故障类型的距离(Nelson,1985)。为满足本研究的目标,旨在发现具有剪切一张或多张床的不同位移的故障。选择两个砂岩床,每个砂岩床都被选择为这项研究。床Ⅰ,厚度为1.1米,3个故障切割,显示正常位移。床Ⅱ,厚度为7米,3次出现3个故障,显示滑动稳定性位移。假设每个床中的故障相关骨折的强度是与距离故障和故障位移量的距离的函数。结果表明,悬挂壁块中的断裂强度随着双峰图案的距离与故障增加而降低。使用6阶多项式函数获得这些双峰模式。假设零故障位移涉及零断裂强度,可以证明随着对数图案的垂直位移,垂直位移,断裂区宽度和断裂强度增加。结果还表明,对于相同的故障位移,与较薄床中的骨折区域相比,较厚的床中的骨折区域更宽且较小。该研究的结果可以被视为沿着故障预测地下断裂系统属性的第一步。该研究的结果可用于预测:(Ⅰ)生产性骨折区宽,(Ⅱ)生产性骨折区的几何方面,(Ⅲ)骨折孔隙率和渗透性。

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