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    层序地层格架下的速度研究及其应用: 以准噶尔盆地腹部石南21井区为例

    李杏莉 王彦春 郑晓东

    李杏莉, 王彦春, 郑晓东, 2009. 层序地层格架下的速度研究及其应用: 以准噶尔盆地腹部石南21井区为例. 地球科学, 34(3): 477-485.
    引用本文: 李杏莉, 王彦春, 郑晓东, 2009. 层序地层格架下的速度研究及其应用: 以准噶尔盆地腹部石南21井区为例. 地球科学, 34(3): 477-485.
    LI Xing-li, WANG Yan-chun, ZHENG Xiao-dong, 2009. Seismic Velocity Study and Application Constrained by Sequence Stratigraphy Framework-A Case Study on the SN21 Well Area, Junggar Basin, China. Earth Science, 34(3): 477-485.
    Citation: LI Xing-li, WANG Yan-chun, ZHENG Xiao-dong, 2009. Seismic Velocity Study and Application Constrained by Sequence Stratigraphy Framework-A Case Study on the SN21 Well Area, Junggar Basin, China. Earth Science, 34(3): 477-485.

    层序地层格架下的速度研究及其应用: 以准噶尔盆地腹部石南21井区为例

    基金项目: 

    “十五”课题攻关项目“岩性地层油气藏形成理论与勘探实践” 040501-09

    详细信息
      作者简介:

      李杏莉(1963-), 女, 博士研究生, 高级工程师, 从事地震资料处理、地震资料综合解释及岩性油气藏预测工作. E-mail : smilinglxl@yahoo.com.cn

    • 中图分类号: P618

    Seismic Velocity Study and Application Constrained by Sequence Stratigraphy Framework-A Case Study on the SN21 Well Area, Junggar Basin, China

    • 摘要: 在对准噶尔盆地腹部石南21井区岩性地层油气藏研究中, 将层序地层学的研究成果与地球物理中的速度分析相结合, 以高精度层序地层格架为指导, 对层序地层格架内的地层进行速度研究, 目的在于预测出储层内部有利砂岩发育区及储层埋深, 为井位论证提供重要的基础资料.首先以岩心资料、测井资料和地球化学资料为基础, 确定层序界面识别标志, 通过单井相划分、合成地震记录制作, 在地震剖面上识别层序界面, 通过层序对比和追踪, 建立起研究区等时地层格架, 并以此作为速度研究的模型层位, 利用模型迭代层速度反演法, 有针对性地进行层序地层格架内部的层速度分布规律研究.结果表明, 研究目标层序白垩系清水河组(CX0-CX3) 的层速度分布规律是: 南及东南部砂体发育区地层速度高, 北部泥岩相对发育区地层速度低, 速度的高低反映了砂岩含量的多少; 速度图上高速区和低速区的平面分布形态, 与属性图的平面分布范围和形态基本吻合, 振幅属性图上的异常体是高速异常体, 速度与振幅类地震属性在反映储层非均质性和砂体横向变化方面是相互印证、相互补充的.此外, 在层序格架下的层速度反演基础上得到的目标层序CX3界面的平均速度图, 其系统误差和随机噪音的影响小, 时深转换所得CX3界面构造图等值线走势合理, 即使井资料较少, 也能得到形态正确精度较高的构造图.模拟勘探评价5个阶段的误差分析表明, 钻前预测误差不超过0.33%, 有效降低了岩性地层油气藏勘探的深度设计误差和风险.

       

    • 图  1  石112井的层位标定结果

      以煤层的顶界反射为标准参考层.这是一套可在全区连续追踪对比的标志层, 在声波测井曲线上表现为一段明显的台阶状的低速值, 与上覆地层的速度差较大, 由上覆地层进入该煤层表现为从高速到低速, 在正极性的合成记录上呈现出一强的反射波谷同相轴

      Fig.  1.  The result of horizon calibration of seismic interface of well SHI112

      图  2  基004-基007-石108-石南21-石106-石109-石112-石南3层序地层格架联井对比剖面

      a.深度域层序地层格架; b.时间域层序地层格架

      Fig.  2.  Sequence stratigraphic frameworks in well SN21 aera

      图  3  原始叠加速度分析点平面分布图

      速度分析点分布均匀: 500 m×500 m; 共1 435个速度分析点

      Fig.  3.  Distribution of stacking velocity analyzing points

      图  4  SN3井和JI004井的叠加速度曲线对比图

      Fig.  4.  Stacking velocity contrast of well SN3 and well JI004

      图  5  研究区内一条过石南31井、石南3井的地震剖面

      Fig.  5.  Profile connecting well SN31 and well SN3

      图  6  层序(CX0~CX3) 层速度平面图(a) 和砂岩厚度图(b)

      a.蓝色区带为低速区, 粉色区带为高速区; b.白色区带为泥岩发育区, 红色区带为砂岩发育区

      Fig.  6.  Interval velocity map (a) and the sand thick map (b) of stratigraphy (CX0-CX3)

      图  7  层序(CX0~CX3) 瞬时振幅属性图(a) 和弧长属性图(b)

      Fig.  7.  Instantaneous amplitude map (a) and the arc length map (b) of stratigraphy (CX0-CX3)

      图  8  用20口井(a) 和9口井(b) 预测的白垩系底界构造图

      Fig.  8.  Structure map of K bottom constrained by 20 wells (a) and 9 wells (b)

      表  1  地震预测深度和预测误差统计

      Table  1.   Seismic computing depth and estimating errors

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