基于钻屑测井图像智能分析模型的井筒稳定性预测方法

0 ENERGY & FUELS
Wenhe Xia , Yindong Tang , Gao Li , Chongxing Yue , Yujiao Han , Xiongjun Wu , Shiyang Fan
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引用次数: 0

摘要

目前,钻井现场通常依靠岩石力学分析结果预测井筒稳定性,耗时较长。因此,本研究试图利用实时钻井岩屑测井图像数据对岩石力学分析结果进行表征,使钻井岩屑测井具有预测井筒稳定性的功能。建立了包含16种钻孔崩落形态和岩性的图像样本库,改进了ShuffleNetV2网络作为基本架构,形成智能预测模型。为了增强网络对钻孔崩落图像标志性特征信息的关注,在Shuffle单元中引入了XConv卷积核并行分支和SimAM关注机制模块。为了保留钻孔落洞轮廓的关键特征,针对ShuffleNetV2网络中的Stage2、Stage3和Stage 4阶段设计了多通道特征融合算法。最终改进的ShuffleNetV2网络模型对钻落洞形态和岩性的识别精度达到90.56%。丰谷*井现场应用的有效性验证了该方法的可靠性。从输入返回岩屑图像到输出结果的时间小于1 s,识别预测结果与地质资料和施工工艺条件基本一致。这充分证明了该方法能够满足现场快速感知和预测井筒稳定性的需要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Wellbore stability prediction method based on intelligent analysis model of drilling cuttings logging images
At present, drilling sites usually rely on rock mechanics analysis results to predict wellbore stability, which takes a long time. Therefore, this study attempts to use real-time drilling cuttings logging image data to characterize the results of rock mechanics analysis, so that drilling cuttings logging has the function of predicting wellbore stability. The study established an image sample library consisting of 16 types of drilling cavings shapes and lithology, and improved ShuffleNetV2 network as the basic architecture to form an intelligent prediction model. In order to enhance the network's attention to the iconic feature information of drilling cavings images, XConv convolutional kernel parallel branches and SimAM attention mechanism modules were introduced into the Shuffle unit. In order to preserve key features of drilling cavings contours, a multi-channel feature fusion algorithm was designed for Stage2, Stage3, and Stage 4 stages in ShuffleNetV2 network. The final improved ShuffleNetV2 network model has a recognition accuracy of 90.56 % for the shape and lithology of drilling cavings. The effectiveness of the on-site application of Fenggu ∗ Well has verified the reliability of this method. The time from input of returned cuttings images to output of results is less than 1 s, and the recognition and prediction results are basically consistent with geological data and construction process conditions. This fully demonstrates that this method can meet the needs of rapid perception and prediction of wellbore stability on site.
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