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琼东南盆地陵水区中央峡谷水道沉积数值模拟

汪新光 张辉 陈之贺 田冬梅 李文睿 张冬月 曹立成

汪新光, 张辉, 陈之贺, 田冬梅, 李文睿, 张冬月, 曹立成. 琼东南盆地陵水区中央峡谷水道沉积数值模拟[J]. 地质科技通报, 2021, 40(5): 42-53. doi: 10.19509/j.cnki.dzkq.2021.0026
引用本文: 汪新光, 张辉, 陈之贺, 田冬梅, 李文睿, 张冬月, 曹立成. 琼东南盆地陵水区中央峡谷水道沉积数值模拟[J]. 地质科技通报, 2021, 40(5): 42-53. doi: 10.19509/j.cnki.dzkq.2021.0026
Wang Xinguang, Zhang Hui, Chen Zhihe, Tian Dongmei, Li Wenrui, Zhang Dongyue, Cao Licheng. Numerical simulation of sedimentation in the Central Canyon of Lingshui area, Qiongdongnan Basin[J]. Bulletin of Geological Science and Technology, 2021, 40(5): 42-53. doi: 10.19509/j.cnki.dzkq.2021.0026
Citation: Wang Xinguang, Zhang Hui, Chen Zhihe, Tian Dongmei, Li Wenrui, Zhang Dongyue, Cao Licheng. Numerical simulation of sedimentation in the Central Canyon of Lingshui area, Qiongdongnan Basin[J]. Bulletin of Geological Science and Technology, 2021, 40(5): 42-53. doi: 10.19509/j.cnki.dzkq.2021.0026

琼东南盆地陵水区中央峡谷水道沉积数值模拟

doi: 10.19509/j.cnki.dzkq.2021.0026
基金项目: 

青岛海洋科学与技术试点国家实验室开放基金资助项目 MMRKF201801

中海油有限公司综合科研项目 YXKY-2019-ZJ-02

详细信息
    作者简介:

    汪新光(1981-), 男, 高级工程师, 主要从事海洋油气田开发地质方面的研究工作。E-mail: wangxg3@cnooc.com.cn

    通讯作者:

    曹立成(1989-), 男, 副教授, 主要从事海洋地质与沉积地球化学的研究与教学工作。E-mail: lichengcao@cug.edu.cn

  • 中图分类号: P618.130.2

Numerical simulation of sedimentation in the Central Canyon of Lingshui area, Qiongdongnan Basin

  • 摘要: 深水峡谷是当今海洋油气勘探领域的研究热点。南海西北部琼东南盆地的中央峡谷已部署了多口深水钻井来勘探沉积充填的岩性油气藏,然而,由于这些探井数量相对有限、井间距离大以及地震资料分辨率较低,峡谷内砂体的叠复关系、边界接触关系以及沉积演化等问题尚不清楚,严重制约着储层空间分布与储层物性的精细刻画。对琼东南盆地陵水区中央峡谷开展了沉积数值模拟研究,根据研究区具体地质背景建立了地质模型和数学模型,通过流体动力学软件ANSYS FLUENT正演模拟了多个沉积期次和多套砂组在不同初始条件(如物源和入流速度)下的浊流沉积几何形态,包括砂体平面分布特征和隔夹层分布特征。模拟结果表明:峡谷平直段内,浊流受底床摩擦力的持续影响,流速降低且湍流强度减弱,使得较粗颗粒可沉降于底床,细颗粒可随浊流头部涡流悬浮;峡谷狭窄段内,浊流头部的湍流较强,侵蚀峡谷壁并使峡谷走向发生偏移,悬浮颗粒受离心力作用形成溢岸沉积;峡谷内砂体展布具有垂向分异性,砂体内部泥岩以夹层为主,厚度一般较小且横向连续性差。与现有地震、钻井资料的对比分析显示本次数值模拟结果具有有效性。本研究成果揭示了中央峡谷不同沉积期次和不同砂组的沉积水动力学过程,进而预测了砂体的空间展布特征,为储层物性预测提供了坚实支撑。

     

  • 图 1  琼东南盆地构造单元、中央峡谷展布以及本次研究涉及的钻井分布

    Figure 1.  Tectonic units of the Qiongdongnan Basin and distributions of the Central Canyon and boreholes used in this study

    图 2  琼东南盆地新近系沉积序列

    Figure 2.  Neogene sedimentary sequences of the Qiongdongnan Basin

    图 3  琼东南盆地中央峡谷地层格架及本次模拟的6个沉积期次(剖面位置如图 1所示)

    Figure 3.  Stratigraphic framework of the Central Canyon, Qiongdongnan Basin, showing the six sedimentary stages modeled in this study

    图 4  陵水区中央峡谷各沉积期次地貌图

    Figure 4.  Geomorphologic maps for different sedimentary stages of the Lingshui area of the Central Canyon

    图 5  沉积水动力模拟研究流程图

    Figure 5.  Flowchart of the simulation of sedimentary hydrodynamics

    图 6  陵水区中央峡谷各沉积期次模拟砂岩体积分数平面分布

    Figure 6.  Plane distributions of relative percentage of modelled sandstone bodies for different sedimentary stages of the Lingshui area of the Central Canyon

    图 7  陵水区中央峡谷各沉积期次模拟流体压力平面分布

    Figure 7.  Plane distributions of modelled fluid pressure for different sedimentary stages of the Lingshui area of the Central Canyon

    图 8  W8井剖面砂组垂向分布特征(剖面位置如图 1所示)

    Figure 8.  Vertical distribution pattern of sandstone bodies in the profile of Borehole W8

    图 9  W10-W11连井剖面砂组垂向分布特征(剖面位置如图 1所示)

    Figure 9.  Vertical distribution pattern of sandstone bodies in the profile of Boreholes W10-W11

    表  1  沉积水动力学模拟主要参数

    Table  1.   Main parameters for the simulation of sedimentary hydrodynamics

    参数 期次1 期次2 期次3 期次4 期次5 期次6
    模型长度/m 155 152 152 152 152 152
    模型宽度/m 55 50 60 50 50 50
    网格最大歪斜度 0.941 01 0.908 78 0.733 68 0.672 31 0.691 16 0.528 31
    砂泥相进口速度/(m·s-1) ≈1.5 ≈1 ≈3.5 ≈5 ≈3 ≈6
    砂相颗粒直径/mm 0.047 0.070 0.042 0.050 0.043 0.040
    泥相颗粒直径/mm 0.01 0.01 0.01 0.01 0.01 0.01
    砂泥比 11%∶9% 11%∶9% 14.6%∶5.4% 14%∶6% 4%∶16% 8%∶12%
    海水黏度/(kg·m-1·s-1) 0.001
    砂相颗粒黏度/(kg·m-1·s-1) <0.01
    泥相颗粒黏度/(kg·m-1·s-1) 0.01
    海水密度/(kg·m-3) 998.2
    砂相颗粒密度/(kg·m-3) 2 680
    泥相颗粒密度/(kg·m-3) 2 720
    底面粗糙系数 0.8
    底面粗糙高度/mm 与砂相颗粒粒径相同
    海水热导率/(W·m-1·K-1) 0.6
    海水相对分子质量/(kg·kg-1·mol-1) 18
    颗粒热导率/(W·m-1·K-1) 0.024 2
    L-J特征长度/(10-8 m) 3.711
    L-J能量参数/K 78.6
    注:①砂相颗粒粒径为一个沉积期次内岩心、岩屑所测粒度值的加权平均值;②浊流颗粒体积分数一般小于20%;这里将测井资料统计所得砂泥占比进行分配,取20%作为砂泥体积分数之和的上限
    下载: 导出CSV
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