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基于地震属性的煤层厚度预测模型及其应用

Prediction models of coal thickness based on seismic attributions and their applications

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【作者】 孟召平郭彦省王赟潘结南芦俊

【Author】 MENG Zhao-Ping1, GUO Yan-Sheng1, WANG Yun2, PAN Jie-Nan1, LU Jun11 Department of Resource and Geoscience of China University of Mining and Technology, Beijing 100083, China2 Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China

【机构】 中国矿业大学(北京)资源与地球科学系中国科学院地质与地球物理研究所中国矿业大学(北京)资源与地球科学系 北京100083北京100083北京100029

【摘要】 地震属性技术在岩性和构造解释等方面得到了越来越广泛的应用,特别是在煤、油气资源勘探中具有重要的作用.基于淮南矿区谢桥1区131煤层地震勘探资料,提取了28种地震属性数据;通过地震属性的分析,优选出平均峰值振幅、振幅的峰态、最大绝对振幅、瞬时频率斜率等4种地震属性作为煤层厚度预测模型基本参数,结合已知钻孔资料,利用多元多项式回归以及BP人工神经网络方法,求出了各属性与煤厚之间的多元多项式回归模型及人工神经网络模型,并对模型进行了误差分析和应用结果对比分析,反映出人工神经网络模型在煤厚预测中具有好的应用效果.

【Abstract】 As a technology used widely in lithology and structural interpretation, seismic attribute technology has been playing an important role in coal and oil exploration. Based on 3_D seismic exploration data of coal seam 13-1 in the Xieqiao colliery, Huainan coal field of China, 28 seismic attributes are extracted. Through analysis of seismic attributes, four usable seismic attributes, such as average-peak-amplitude, kurtosis-in-amplitude, maximum-absolute-amplitude and slope rate of instantaneous-frequency, are selected as the basic analysis parameters of prediction models of coal thickness. Combined with the real drill data, the prediction models between coal thickness and multi attributes are established by using analytical methods of multivariant polynomial regression and BP neural networks(BPNN), and error analysis of predicting coal thickness is carried out. From the comparison of prediction results of coal thickness of coal seam 13-1 in the Xieqiao colliery, Huainan coal field of China by using these two models, it is concluded that the BPNN model has higher accuracy in predicting coal thickness.

【基金】 全国优秀博士学位论文作者专项资金(200247);高等学校博士学科点专项科研基金(20050290009);教育部留学回国人员科研启动基金;国家自然科学基金(40172059)资助.
  • 【文献出处】 地球物理学报 ,Chinese Journal of Geophysics , 编辑部邮箱 ,2006年02期
  • 【分类号】P618.11
  • 【被引频次】94
  • 【下载频次】833
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