基于灰色理论指导的储层构型半定量表征及优质储层预测—以西湖凹陷A构造花港组H3砂层组为例

姜雪, 熊志武. 基于灰色理论指导的储层构型半定量表征及优质储层预测—以西湖凹陷A构造花港组H3砂层组为例[J]. 海洋地质与第四纪地质, 2022, 42(6): 162-172. doi: 10.16562/j.cnki.0256-1492.2022022301
引用本文: 姜雪, 熊志武. 基于灰色理论指导的储层构型半定量表征及优质储层预测—以西湖凹陷A构造花港组H3砂层组为例[J]. 海洋地质与第四纪地质, 2022, 42(6): 162-172. doi: 10.16562/j.cnki.0256-1492.2022022301
JIANG Xue, XIONG Zhiwu. Semi-quantitative study on reservoir configuration in grey theory—A case study of H3 sand unit of Huagang Formation in A Structure, Xihu Sag[J]. Marine Geology & Quaternary Geology, 2022, 42(6): 162-172. doi: 10.16562/j.cnki.0256-1492.2022022301
Citation: JIANG Xue, XIONG Zhiwu. Semi-quantitative study on reservoir configuration in grey theory—A case study of H3 sand unit of Huagang Formation in A Structure, Xihu Sag[J]. Marine Geology & Quaternary Geology, 2022, 42(6): 162-172. doi: 10.16562/j.cnki.0256-1492.2022022301

基于灰色理论指导的储层构型半定量表征及优质储层预测—以西湖凹陷A构造花港组H3砂层组为例

  • 基金项目: “十三五”国家重大专项“东海深层大型气田勘探评价技术”(2016ZX05027-002),“西湖凹陷西部地区勘探开发关键技术研究”(CNOOC-KJ135ZDXM39SH01)
详细信息
    作者简介: 姜雪(1988—),女,硕士,从事沉积储层研究,E-mail:jiangxue3@cnooc.com.cn
  • 中图分类号: P744

Semi-quantitative study on reservoir configuration in grey theory—A case study of H3 sand unit of Huagang Formation in A Structure, Xihu Sag

  • A构造位于西湖凹陷中北部,花港组H3砂层组为主力目的层,其储层横向分布相对稳定,但储层砂体厚度大,非均质性强,骨架河道的雕刻不清制约了优质储层的预测。利用灰色理论,定量计算西湖凹陷A构造花港组隔夹层综合评价指标IRE,识别厚层砂岩中的隔夹层类型,划分河道期次,识别骨架河道。此外,计算河道宽厚比和砂地比,半定量表征河道连通性及展布特征,预测优质储层发育区。结果表明,西湖凹陷A构造花港组发育两种类型隔夹层:落淤层夹层和泥岩层隔层,其中落淤层IRE值为24~45,泥岩层IRE值为51~110,在H3砂层组识别出3大套共10期单河道砂体。工区单河道宽厚比为38.87,折算出各期河道展布范围为1.1~2.3 km,河道砂体几乎都呈叠拼式展布。在地震复合微相指导下,对花港组早期河道进行识别和追踪,结合沉积微相、粗粒相带及成岩相分布特征,认为A构造南部有利储层更为发育。

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  • 图 1  西湖凹陷构造带位置及钻探井位

    Figure 1. 

    图  

    图 2  IRE与泥质含量关系

    Figure 2. 

    图 3  A1井隔夹层识别与划分

    Figure 3. 

    图 4  A构造H3储层物性分布连井剖面

    Figure 4. 

    图 5  A5井与A1井砂体精细对比

    Figure 5. 

    图 6  A2井—A1井—A4井砂体精细对比

    Figure 6. 

    图 7  A构造H3古地貌及地震复合微相河道识别

    Figure 7. 

    图 8  H3沉积微相及粗粒相带分布图

    Figure 8. 

    图 9  A构造花港组溶蚀面孔率与物性关系

    Figure 9. 

    图 10  A构造H3强溶蚀区分布及有利区带叠合图

    Figure 10. 

    表 2  IRE与储层类型定量关系

    Table 2.  Quantitative relationship between IRE and reservoir type

    隔夹层类型IRE岩相组合水动力强弱渗透率/10−3 μm2储层类型
    落淤层24~37块状含砾砂岩–中粗砂岩–块状中砂岩高能水道0.3~79
    (均值 21)
    I类
    落淤层35~45少量砂质砾岩–少量块状中粗砂岩–大量块状细砂+平行细砂低能水道0.5~8
    (均值1.2)
    II1类
    泥岩层51~110平行中细砂岩–粉细砂低能水道0~1
    (均值0.4)
    II2类
    下载: 导出CSV

    表 3  A构造H3 IRE值与隔夹层类型划分

    Table 3.  The IRE value of A Structure and the corresponding interlayer type

    砂层期次12345678910
    A1井IRE36~4241~4554~7030~3926~3424~2927~3031~4234~4351~72
    隔夹层类型落淤层落淤层泥岩层落淤层落淤层落淤层泥岩层落淤层落淤层泥岩层
    A2井IRE37~4630~3344~7024~2927~3041~6031~4234~5341~5243~104
    隔夹层类型落淤层落淤层泥岩层落淤层落淤层泥岩层落淤层泥岩层泥岩层泥岩层
    A4井IRE43~4947~5342~8242~4731~4245~7741~7653~67
    隔夹层类型泥岩层泥岩层泥岩层落淤层落淤层泥岩层泥岩层泥岩层
    A5井IRE43~5036~5537~4538~4739~4343~5042~7152~6047~5643~92
    隔夹层类型落淤层落淤层泥岩层落淤层落淤层落淤层泥岩层落淤层泥岩层泥岩层
    下载: 导出CSV

    表 4  强溶蚀区划分依据

    Table 4.  Identification criterion for the division of diagenetic facies in strong dissolution area

    成岩储集相A相B相C相D相
    岩石类型中、粗砂岩
    含砾砂岩
    中–细砂岩
    含砾砂岩
    细砂岩粉–细砂岩、泥砾砂岩、钙质砂岩
    沉积微相辫状河道主体河道侧缘
    泥质杂基/%0~42~51~71~13
    孔隙度/%6~115~103.5~102.2~9
    渗透率/10−3 μm2>10.5~10.2~0.5<0.2
    视压实率/%85~9980~9440~9540~93
    视胶结率/%<61~8.51~171~68
    视溶蚀率/%4~202.3~100.5~90~8
    DTS/(μs/ft)95~10590~115
    GR/API≤55>55
    RT/(Ω·m)≥45<45
    ZDEN/(g/cm)≤2.52>2.52
    储集性能较好致密
    下载: 导出CSV
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出版历程
收稿日期:  2022-02-23
修回日期:  2022-05-23
录用日期:  2022-05-23
刊出日期:  2022-12-28

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