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    井震结合表征曲流型河道储层叠置样式:以准噶尔盆地东部阜东5井区侏罗系头屯河组为例

    印森林 章彤 唐文军 夏平 岳大力 于枫林 黄凡 陈旭

    印森林, 章彤, 唐文军, 夏平, 岳大力, 于枫林, 黄凡, 陈旭, 2022. 井震结合表征曲流型河道储层叠置样式:以准噶尔盆地东部阜东5井区侏罗系头屯河组为例. 地球科学, 47(11): 4060-4074. doi: 10.3799/dqkx.2022.168
    引用本文: 印森林, 章彤, 唐文军, 夏平, 岳大力, 于枫林, 黄凡, 陈旭, 2022. 井震结合表征曲流型河道储层叠置样式:以准噶尔盆地东部阜东5井区侏罗系头屯河组为例. 地球科学, 47(11): 4060-4074. doi: 10.3799/dqkx.2022.168
    Yin Senlin, Zhang Tong, Tang Wenjun, Xia Ping, Yue Dali, Yu Fenglin, Huang Fan, Chen Xu, 2022. Reservoir Superposed Pattern Characterization of Well-Logging and Seismic Data Calibration with Meandering Channels: A Case Study of Jurassic Toutunhe Formation in Fudong No.5 Well Area, Eastern Junggar Basin. Earth Science, 47(11): 4060-4074. doi: 10.3799/dqkx.2022.168
    Citation: Yin Senlin, Zhang Tong, Tang Wenjun, Xia Ping, Yue Dali, Yu Fenglin, Huang Fan, Chen Xu, 2022. Reservoir Superposed Pattern Characterization of Well-Logging and Seismic Data Calibration with Meandering Channels: A Case Study of Jurassic Toutunhe Formation in Fudong No.5 Well Area, Eastern Junggar Basin. Earth Science, 47(11): 4060-4074. doi: 10.3799/dqkx.2022.168

    井震结合表征曲流型河道储层叠置样式:以准噶尔盆地东部阜东5井区侏罗系头屯河组为例

    doi: 10.3799/dqkx.2022.168
    基金项目: 

    国家科技重大专项 2017ZX05008-006-004-002

    长江大学地质资源与地质工程一流学科开放基金项目 2019KFJJ0818022

    详细信息
      作者简介:

      印森林(1983-),男,副教授,博士生导师,从事储层表征与建模相关教学工作,主要从事油气田开发地质与三维建模研究. ORCID:0000-0003-4951-2659. E-mail:yinxiang_love@qq.com

    • 中图分类号: P618

    Reservoir Superposed Pattern Characterization of Well-Logging and Seismic Data Calibration with Meandering Channels: A Case Study of Jurassic Toutunhe Formation in Fudong No.5 Well Area, Eastern Junggar Basin

    • 摘要: 针对阜东5井区大井距下曲流型河道储层叠置样式认识不清的问题,应用岩心、地震、测井、试油试采等资料,采用井震联合、层次结构和地震正演等研究方法,确立了沉积微相类型,分层次开展了河道储层叠置样式和地震正演河道砂体叠置地震响应特征研究,提出了曲流型河道储层叠置分布样式.研究表明:(1)目的层自下而上呈曲流河三角洲→曲流型分流河道体系→曲流河.头一段时期发育曲流河三角洲沉积,多个朵叶状砂体连片叠置.头二段演变为曲流型分流河道体系,砂体呈条带状叠置;头三段为曲流河,砂体呈宽条带交错叠置状.(2)在合理地震正演参数设置后,对曲流型河道分4类开展正演模拟.不同期次的单河道相互叠置使得复合河道的地震反射表现出单斜状、阶梯状、下凹状的特征,同时伴随振幅的横向强弱变化,结合单井测井标定可判断单河道的发育期次和叠置关系.(3)曲流型河道储层叠置样式主要分为单河道型、多河道叠置型和稳定迁移型3种样式.单河道型地震反射振幅短轴强振幅特征,呈窄连续条带状分布(约250 m);多河道叠置型地震反射振幅强弱变化大,呈连续性较差宽条带状分布(约500 m);稳定迁移型地震响应波形振幅强度变化弱且连续,呈大范围连片状分布(约1 500 m).研究不仅对曲流型河道油气储层提高采收率具有重要的指导意义,也对井震结合大井距河道砂体储层构型表征方法的拓展意义重大.

       

    • 图  1  研究区构造位置和地层综合图

      a.工区位置图;b.综合柱状图

      Fig.  1.  Tectonic location and stratigraphic characteristics of the study area

      图  2  岩心特征

      a.灰绿色泥岩,块状层理发育,2 972.82 m,阜东052井;b.灰色泥岩,2 827.72 m,阜东7井;c.灰色细砂岩,交错层理发育,2 367.33 m,阜29井;d.灰色细砂岩,2 751.73 m,阜东7井;e.灰色粉细砂岩,含油性较好,底部冲刷构造发育,2 972.59 m,阜东052井;f.灰色砂砾岩,分选磨圆较差,2 370.0 m,阜29井;g.灰色细砂岩,交错层理发育,荧光显示一般,3 105.26 m,阜009井;h.灰色砂砾岩,荧光显示弱,2 369.79 m,阜29井;i.灰色中细砂岩,荧光显示强,3 370.78 m,阜28井

      Fig.  2.  Characteristics of well cores

      图  3  过阜东5井地震反射特征与曲流型河道复杂叠置关系

      Fig.  3.  Relationship between seismic reflection characteristics and complex superposition of meandering channel in Fudong No.5 well area

      图  4  地震波阻抗与岩性、电性关系图版

      Fig.  4.  Relationship between seismic wave impedance and lithology, electrical properties

      图  5  阜东5井区头屯河组不同层位曲流型河道分布特征

      a.J2t11地震RMS属性分布图;b.J2t11砂体厚度等值线图;c.J2t11复合河道单元分布图;d.J2t22地震RMS属性分布图;e.J2t22砂体厚度等值线图;f.J2t22复合河道单元分布图;g.J2t32地震RMS属性分布图;h.J2t32砂体厚度等值线图;i.J2t32复合河道单元分布图

      Fig.  5.  Characteristics of meandering channels in sand groups with Fudong No.5 well area, Toutunhe Formation

      图  6  曲流型河道储层叠置样式的地震正演响应特征

      Fig.  6.  Seismic forward response characteristics of superimposed meandering channels

      图  7  单河道型多个地震剖面反射特征

      剖面位置见图 5g

      Fig.  7.  Reflection characteristics of multiple seismic profiles with single channel type

      图  8  多河道侧向叠置型多个地震剖面反射特征

      剖面位置见图 5d

      Fig.  8.  Reflection characteristics of multiple seismic profiles with multi-channel superposition type

      图  9  稳定迁移型地震反射特征

      剖面位置见图 5a

      Fig.  9.  Reflection characteristics of seismic with stable migration channel type

      图  10  阜东056_H水平井轨迹曲流型河道叠置样式验证

      FD056_H井轨迹位置见图 5f

      Fig.  10.  Verification Fudong 056_H horizontal well trajectory by means of meandering reservoir channel superposed pattern

      表  1  沉积微相分类特征

      Table  1.   Classification of sedimentary microfacies

      微相 岩性 韵律 沉积构造 单砂体厚度(m) 几何形态 测井曲线 测井响应
      曲流型河道沉积体系 储集层单元 分流河道 砂砾岩、中细砂岩 正韵律 交错层理、块状构造 3~6 顶平底凸 中-高幅钟形或箱型
      点坝 中细砂岩、粉细砂岩 正韵律 交错层理、平行层理 3~10 顶平底凸 中-高幅钟形底部突变
      决口扇 细砂岩、粉砂岩 反韵律 小型交错层理 1~3 透镜体、底凸顶平 齿化漏斗形
      天然堤 粉砂岩、泥岩 正韵律 小型交错层理 1~3 楔状 高幅指形
      河口现 细砂岩 反韵律 大型交错层理 4~12 底平顶凸 漏斗形、箱形
      隔夹层 废弃河道 泥质粉砂岩、泥岩 正韵律 水平层理 1~4 尖灭楔状 指形或尖峰形
      下载: 导出CSV

      表  2  岩性和波阻抗地震正演参数

      Table  2.   Lithology and wave impedance seismic forward modeling parameters setting

      岩性(沉积微相) 速度(m/s) 密度(g/cm2
      泥岩(湖相、泛滥平原) 3 800 2.412
      砂岩(分流河道、河口坝、溢岸) 3 500 2.375
      下载: 导出CSV
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    • 收稿日期:  2022-03-07
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