基于地震融合属性的砂体连通性判断方法

张罗成, 刘怀山, 张志军, 谭辉煌, 赵明鑫, 杨宸. 基于地震融合属性的砂体连通性判断方法——以渤中凹陷中浅层砂体为例[J]. 海洋地质与第四纪地质, 2024, 44(6): 195-203. doi: 10.16562/j.cnki.0256-1492.2023011601
引用本文: 张罗成, 刘怀山, 张志军, 谭辉煌, 赵明鑫, 杨宸. 基于地震融合属性的砂体连通性判断方法——以渤中凹陷中浅层砂体为例[J]. 海洋地质与第四纪地质, 2024, 44(6): 195-203. doi: 10.16562/j.cnki.0256-1492.2023011601
ZHANG Luocheng, LIU Huaishan, ZHANG Zhijun, TAN Huihuang, ZHAO Mingxin, YANG Chen. A method for judging sand body connectivity based on seismic fusion attributes: A case of the Bozhong Sag[J]. Marine Geology & Quaternary Geology, 2024, 44(6): 195-203. doi: 10.16562/j.cnki.0256-1492.2023011601
Citation: ZHANG Luocheng, LIU Huaishan, ZHANG Zhijun, TAN Huihuang, ZHAO Mingxin, YANG Chen. A method for judging sand body connectivity based on seismic fusion attributes: A case of the Bozhong Sag[J]. Marine Geology & Quaternary Geology, 2024, 44(6): 195-203. doi: 10.16562/j.cnki.0256-1492.2023011601

基于地震融合属性的砂体连通性判断方法

  • 基金项目: 国家自然科学基金项目“近海底地震海洋学立体探测与成像基础研究”(91958206)
详细信息
    作者简介: 张罗成(1997—),男,硕士研究生,海洋地球物理勘探研究,E-mail:1076046322@qq.com
    通讯作者: 刘怀山(1962—),男,博士,教授,海洋地球物理勘探数据采集研究,E-mail:lhs@ouc.edu.cn
  • 中图分类号: P631.4;P736

A method for judging sand body connectivity based on seismic fusion attributes: A case of the Bozhong Sag

More Information
  • 关于渤中凹陷区中浅层明化镇组下段砂体精细化描述的薄互层以及地震、测井资料较少,砂体连通性的判定问题难以解决。基于研究区实际地震、测井和地质资料,根据砂体实际特征建立了对应模型,通过正演模拟技术中的波动方程法验证、优选适合的地震属性。由地震属性分析技术探究出砂体在最小尺度横向距离$ \frac{1}{8}\mathrm{\lambda } $、纵向叠置$ \frac{1}{6}\mathrm{\lambda } $的情况下,均方根振幅属性、甜点属性和主频属性在中浅层层段比地震资料判断砂体连通性的效果更好。研究区的X5井验证得到,地震融合属性与砂体厚度相关性明显提升,可以定量计算出砂体本身的厚度以及砂体间接触点的距离,对研究区砂体的连通性起到良好的判定作用。

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  • 图 1  渤中凹陷区域位置

    Figure 1. 

    图 2  纵向叠置12 m地震属性分析效果对比图

    Figure 2. 

    图 4  纵向叠置30 m地震属性分析效果对比图

    Figure 4. 

    图 3  纵向叠置12.5 m地震属性分析效果对比图

    Figure 3. 

    图 5  单属性与砂岩交汇图

    Figure 5. 

    图 6  单属性平面图

    Figure 6. 

    图 7  融合属性平面图

    Figure 7. 

    图 8  融合属性与砂岩厚度交汇图

    Figure 8. 

    图 9  研究区X5井曲线图

    Figure 9. 

    图 10  X5井解释结论与单属性、融合属性对比图

    Figure 10. 

    表 1  优选属性融合权重统计表

    Table 1.  Statistics in the weight of priority attribute fusion

    属性类型均方根振幅主频甜点属性
    相关系数R0.72880.66150.6285
    融合权重0.3610.32770.3113
    下载: 导出CSV

    表 2  融合地震属性与砂岩厚度数据关系表

    Table 2.  Relationship between fusion of seismic attributes and sandstone thickness

    砂体层砂岩厚度/m融合属性
    预测厚度/m绝对误差/m相对误差
    17.26.5−0.70.097
    22.42.90.50.208
    32.92.3−0.60.207
    47.58.20.70.093
    55.23.9−1.30.25
    69.18.2−0.90.099
    756.21.20.24
    下载: 导出CSV
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收稿日期:  2023-01-16
修回日期:  2024-04-06
刊出日期:  2024-12-28

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