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    深水浊积水道沉积构型模式及沉积演化:以西非M油田为例

    张文彪 段太忠 刘志强 刘彦锋 杨志成 徐睿

    张文彪, 段太忠, 刘志强, 刘彦锋, 杨志成, 徐睿, 2017. 深水浊积水道沉积构型模式及沉积演化:以西非M油田为例. 地球科学, 42(2): 273-285. doi: 10.3799/dqkx.2017.020
    引用本文: 张文彪, 段太忠, 刘志强, 刘彦锋, 杨志成, 徐睿, 2017. 深水浊积水道沉积构型模式及沉积演化:以西非M油田为例. 地球科学, 42(2): 273-285. doi: 10.3799/dqkx.2017.020
    Zhang Wenbiao, Duan Taizhong, Liu Zhiqiang, Liu Yanfeng, Yang Zhicheng, Xu Rui, 2017. Architecture Model and Sedimentary Evolution of Deepwater Turbidity Channel: A Case Study of M Oilfield in West Africa. Earth Science, 42(2): 273-285. doi: 10.3799/dqkx.2017.020
    Citation: Zhang Wenbiao, Duan Taizhong, Liu Zhiqiang, Liu Yanfeng, Yang Zhicheng, Xu Rui, 2017. Architecture Model and Sedimentary Evolution of Deepwater Turbidity Channel: A Case Study of M Oilfield in West Africa. Earth Science, 42(2): 273-285. doi: 10.3799/dqkx.2017.020

    深水浊积水道沉积构型模式及沉积演化:以西非M油田为例

    doi: 10.3799/dqkx.2017.020
    基金项目: 

    国家“十三五”科技重大专项项目 2016ZX05033-003-002

    详细信息
      作者简介:

      张文彪(1984-),男,工程师,硕士,主要从事深水沉积及油气开发地质相关工作.ORCID:0000-0002-5323-7875. E-mail: zwb.syky@sinopec.com

    • 中图分类号: P618.13

    Architecture Model and Sedimentary Evolution of Deepwater Turbidity Channel: A Case Study of M Oilfield in West Africa

    • 摘要: 浊积水道是深水油田的重要储层类型,其构型模式制约油田的高效开发.依据岩心、露头、测井及地震资料,采用地震地层学、地震沉积学、沉积岩石学的方法对西非M油田中下陆坡区浊积水道进行了半定量-定量化构型模式研究,并分析了其沉积演化规律.结果表明:研究区3~5级构型单元为单一水道、复合水道、水道体系;单一水道弯曲度与坡度呈负相关,水道内部岩石相充填由底部到顶部、轴部到边缘粒度变细,厚度变薄;复合水道内部单一水道在平面上存在侧向和沿古流向两种迁移类型,剖面上存在水平式、斜列式和摆动式3种叠置样式.M油田O73油组主要发育半限制性和非限制性水道体系,平面上近物源端以发育半限制性水道体系为主,远物源端以发育非限制性水道体系为主;垂向演化规律以非限制性水道体系内部最为典型,从底部到顶部,单一水道下切能力逐渐减弱,侧向加积能力逐渐增强,弯曲度逐渐增大,水道砂体规模逐渐变小.综合分析表明,古地形坡度和物源供给是控制M油田浊积水道沉积类型及演化的主要因素.

       

    • 图  1  研究区位置

      1.区块位置;2.M油田;3.海水等深线(m);4.河流;5.盆地边界

      Fig.  1.  Location of study area

      图  2  浊积水道体系不同级次构型划分关系

      林煜等(2013)修改

      Fig.  2.  Configuration unit sedimentary pattern of turbidity channel

      图  3  单一水道平面形态(a) 和剖面特征(b)

      Fig.  3.  Single channel plane morphology (a) and profile characteristics (b)

      图  4  浅层水道坡度测量(a) 和陆坡坡度与水道弯曲度相关性分析(b)

      图a平面位置见图 3a红色虚线,图中蓝色虚线为水道轮廓,红色虚线为坡度的大致分区

      Fig.  4.  Slope gradient measurement through shallow tuibidite channel deposit (a) and correlation analysis between slope gradient and channel sinuosity (b)

      图  5  西非地区M油田单一水道内部岩石相特征

      a.块状含砾质-粗砂岩相,Well-1A,3 196.25 m;b.块状含泥屑-粗砂岩相,Well-1A,3 197.16 m;c.底部滞留沉积,Well-1A,3 199.06 m;d.块状砾质-粗砂岩相,Well-1A,3 202.29 m;e.块状砂岩相(见冲刷面),Well-2B,3 213.03 m;f.薄层泥质粉砂岩相,Well-2B,3 205.00 m;g.波纹层理粉砂岩相,Well-2B,3 206.12 m;h.块状砾质-中粗砂岩相(顶部含漂浮泥砾),Well-2B,3 202.08 m;i.波纹层理粉砂岩相,Well-2B,3 209.26 m;j.块状中细粒砂岩相,Well-2B,3 213.67 m;井位见图 9

      Fig.  5.  Inner lithofacies characteristics of single channel in M oilfield

      图  6  单一水道测井响应特征及岩相充填模式

      井位见图 9

      Fig.  6.  Logging and lithofacies characteristics of single channel

      图  7  西非地区M油田基于小层地层切片的单一水道平面迁移模式

      Fig.  7.  Plane migration patterns of single channel based on layer slicing in M oilfield

      图  8  西非地区M油田O73复合水道主要迁移模式及纵向分期

      b1.水平式侧向前移,b2.斜列式垂向迁移,b3.摆动式垂向迁移;图a中不同颜色实线条代表不同迁移模式,红色虚线为非限制性水道体系下切界面;剖面位置见图 9

      Fig.  8.  Profile migration patterns and vertical evolution of single channel of zone O73 in M oilfield

      图  9  西非地区M油田O73油组水道体系平面演化关系

      Fig.  9.  Plane evolutionary relationship of O73 channel system in M oilfield

      图  10  M油田O73各层水道沉积平面特征

      Fig.  10.  Plane characteristics of O73 channel system in M oilfield

      图  11  M油田O73浊积水道垂向演化模式

      Fig.  11.  Vertical evolutionary model of O73 channel system in M oilfield

      表  1  深水浊积水道沉积构型级次划分方案对比(有修改)

      Table  1.   Comparison of turbidity channel architecture partition scheme (after modified)

      Mutti and Normark (1987) 林煜等(2013)
      1 盆地充填、扇复合体 7 海底扇复合体
      2 单一扇体 6 单一海底扇
      3 扇体发育某一阶段 5 水道体系
      4 复合水道
      4 水道天然堤微地貌 3 单一水道
      5 岩石相、层理微地貌 2 单一水道内部沉积单元(如鲍马序列)
      1 沉积单元内部某一韵律段
      下载: 导出CSV
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    • 收稿日期:  2016-07-08
    • 刊出日期:  2017-02-15

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