Using experimental design and response surface methodology to model induced fracture geometry in Shublik shale

S. Poludasu, O. Awoleke, M. Ahmadi, C. Hanks
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引用次数: 5

Abstract

In this study, we developed a methodology for identifying the critical variables needed for accurate planning of a hydraulic fracturing treatment in a shale resource play where much of the properties required for hydraulic fracture modeling remain unknown. The critical variables identified can thereafter be used to develop a proxy model that can be used in lieu of a numerical simulator.

This study was conducted in two stages. In the first stage, we used 2-level fractional factorial designs and a pseudo-3D simulator to identify the most important variables affecting the simulated fracture geometry. The variables investigated included geologic, mechanical and treatment design parameters. Using the three most significant variables for each fracture geometry component identified from the first stage, the second stage of this study applied Box-Behnken experimental design and response surface methodology to quantify functional relationships between input variables and the fracture geometry. These proxy models, typically polynomial equations, can be used to predict the fracture geometry with very little computational time.

The use of experimental design drastically reduces the number of simulations required to evaluate large number of variables. With only 137 simulations, 26 variables were ranked based on their statistical significance and non-linear proxy models were developed for the nine fracture geometry variables. Predicted values of the fracture geometry using the proxy models were in good agreement with the simulated values (R2 value of 0.99 for fracture length and fracture height and R2 value of 0.96 for fracture width). These linear and non-linear proxy models were validated by comparing the results from the proxies and the actual simulator using a random value dataset within the design space. The results indicate a good match for the width at the top and bottom of the fracture and propped fracture height/length. Engineers can use the results described here for quick estimates of fracture dimensions and the methodology outlined here can be used with more complicated fracturing models.

利用实验设计和响应面方法模拟Shublik页岩诱导裂缝几何形状
在这项研究中,我们开发了一种方法,用于识别页岩资源区水力压裂处理准确规划所需的关键变量,而页岩资源区水力压裂建模所需的许多特性仍然未知。确定的关键变量可用于开发代理模型,该模型可用于代替数值模拟器。本研究分两个阶段进行。在第一阶段,我们使用2级分数因子设计和伪3d模拟器来识别影响模拟裂缝几何形状的最重要变量。研究的变量包括地质、机械和处理设计参数。利用第一阶段确定的每个裂缝几何成分的三个最重要变量,本研究的第二阶段应用Box-Behnken实验设计和响应面方法来量化输入变量与裂缝几何之间的函数关系。这些代理模型,通常是多项式方程,可以用很少的计算时间来预测裂缝的几何形状。实验设计的使用大大减少了评估大量变量所需的模拟次数。在137次模拟中,根据统计显著性对26个变量进行了排序,并为9个裂缝几何变量建立了非线性代理模型。使用代理模型预测的裂缝几何形状值与模拟值吻合较好(裂缝长度和裂缝高度的R2值为0.99,裂缝宽度的R2值为0.96)。通过在设计空间内使用随机值数据集比较代理和实际模拟器的结果,验证了这些线性和非线性代理模型。结果表明,裂缝顶部和底部的宽度与支撑裂缝的高度/长度匹配良好。工程师可以使用这里描述的结果快速估计裂缝尺寸,这里概述的方法可以用于更复杂的压裂模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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