太古宙多岩浆通道与穹脊构造的动力学关联

董昊, 戴黎明, 李三忠, 胡泽明. 太古宙多岩浆通道与穹脊构造的动力学关联[J]. 海洋地质与第四纪地质, 2020, 40(4): 116-126. doi: 10.16562/j.cnki.0256-1492.2020050301
引用本文: 董昊, 戴黎明, 李三忠, 胡泽明. 太古宙多岩浆通道与穹脊构造的动力学关联[J]. 海洋地质与第四纪地质, 2020, 40(4): 116-126. doi: 10.16562/j.cnki.0256-1492.2020050301
DONG Hao, DAI Liming, LI Sanzhong, HU Zeming. Dynamic connection between Archean magma vents and Dome-and-Keel Structures[J]. Marine Geology & Quaternary Geology, 2020, 40(4): 116-126. doi: 10.16562/j.cnki.0256-1492.2020050301
Citation: DONG Hao, DAI Liming, LI Sanzhong, HU Zeming. Dynamic connection between Archean magma vents and Dome-and-Keel Structures[J]. Marine Geology & Quaternary Geology, 2020, 40(4): 116-126. doi: 10.16562/j.cnki.0256-1492.2020050301

太古宙多岩浆通道与穹脊构造的动力学关联

  • 基金项目: 国家重点研发计划项目“华北古陆中新元古代原型盆地及差异改造”(2016YFC0601002);国家自然科学基金重大研究计划“基于流体地球物理表征的新几内亚-所罗门弧俯冲起始动力学机制”(91958214, 91958215);青岛海洋科学与技术试点国家实验室鳌山科技创新计划项目(2017ASKJ02);青岛市创新领军人才计划(19-3-2-19-zhc)
详细信息
    作者简介: 董昊(1995—),男,硕士研究生,从事构造地质学及其数值模拟研究,E-mail: donghao10000@stu.ouc.edu.cn
    通讯作者: 戴黎明(1980—),男,副教授,从事构造地质学及其数值模拟研究,E-mail: dlming@ouc.edu.cn 李三忠(1968—),男,教授,从事构造地质学与海洋地质学研究,E-mail: sanzhong@ouc.edu.cn
  • 中图分类号: P547

Dynamic connection between Archean magma vents and Dome-and-Keel Structures

More Information
  • 太古宙时期岩石圈的主要散热方式是岩浆活动,岩浆活动既为岩石圈提供了新的物质,也为岩石圈变形提供了动力条件。目前已发现残留的太古宙构造变形记录显示,那时"大陆"内部广泛发育与垂向运动过程有关的穹脊构造。但对于这种垂向构造是如何与太古宙岩浆活动联系起来的,目前还不清楚。为了研究岩浆的动力作用与穹脊构造间的关系,基于有限差分数值模拟方法设置了大小为879 km×400 km的二维数值模型,通过设置多岩浆通道条件模拟太古宙岩浆的侵入过程。实验结果显示出岩浆活动弱化了岩石圈并造成岩石圈的强烈变形。其中,岩浆通道的正上方呈现出正地形,并形成TTG穹窿。密集排布的岩浆通道之间呈现负地形,形成绿岩带坳陷。穹窿在演化过程中发生水平扩张,导致绿岩带不断收窄形成“钱袋子”构造样式,二者共同组成穹脊构造。本研究认为将岩浆活动作为调节岩石圈变形的条件符合太古宙地质背景。岩浆通道条件能为穹脊构造的产生提供驱动力,是造成太古宙岩石圈变形的重要因素。

  • 加载中
  • 图 1  初始模型

    Figure 1. 

    图 2  岩石圈演化结果

    Figure 2. 

    图 3  地形的连续时空演化

    Figure 3. 

    图 4  第二应变率不变量结果

    Figure 4. 

    表 1  材料参数设置(据Ranalli and Donald[49]

    Table 1.  Material properties setting

    物质状态ρ0/
    kg·m−3
    Cp/
    J·kg−1·K−1
    K a/
    W·m−1·K−1
    Tsolidusb/KTliquidusb/KHr/
    μ·W·m−3
    α/
    K−1
    β/
    MPa
    粘滞性流变
    参数c
    塑性性质
    sin(φeff
    空气110020000A*0
    1000333020000A*0
    沉积物固态
    熔融
    2700
    2500
    1000K1TS1TL123 × 10−51 × 10−5B*
    G*
    0.15
    0.06
    上陆壳固态
    熔融
    2700
    2500
    1000K1TS1TL123 × 10−51 × 10−5B*
    G*
    0.15
    0.06
    下陆壳固态
    熔融
    3000
    2500
    1000K2TS2TL20.53 × 10−51 × 10−5C*
    G*
    0.15
    0.06
    绿岩带固态
    熔融
    3300
    2900
    1000K2TS2TL20.253 × 10−51 × 10−5D*
    H*
    0.15
    0.06
    地幔固态
    熔融
    3300
    2700
    1000K30.0223×10−51×10−5E*0.6
    0.06
      a. K1 = [0.64+807/(TK + 77)]exp(0.00004P); K2 = [1.18+474/(TK + 77)]exp(0.00004P); K3 = [0.73+1293/(TK+77)]exp(0.00004P)
      b. P < 1200 MPa, TS1=889+17900/(P + 54)+20200/(P + 54)2; P >1200 MPa, TS1=831+0.06P, TL1=1262+0.09P
       P < 1600 MPa, TS2=973–70400/(P + 354)+778×105/(P + 354)2; P >1600 MPa, TS2=935+0.0035P+0.0000062P2, TL2=1423+0.105P
      c. 类型A-H的具体参数详见表2
    下载: 导出CSV

    表 2  流变学参数设置(据Ranalli and Donald[49]

    Table 2.  Rheological parameter setting

    类别流变性质E/KJ·mol−1V/J·MPa−1·mol−1nAD/MPa−n·s−1η0a/Pa·s
    A*空气/水001.01.0×10−121×1018
    B*湿石英15402.33.2×10−61.97×1019
    C*An7523803.23.3×10−64.80×1024
    D*An7523803.23.3×10−44.80×1022
    E*无水橄榄岩53283.52.5×1043.98×1016
    F*b湿橄榄岩47084.02.0×1035.01×1020
    G*b长英质熔体001.02.0×10−95.00×1014
    H铁镁质熔体001.01.0×10−71.00×1013
      a η0表示为有效粘滞系数, 计算公式为:η0 = (1/AD)×106n
      b 熔融的长英质熔体 ,F* 表示熔融的沉积物和地壳。
    下载: 导出CSV
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出版历程
收稿日期:  2020-05-03
修回日期:  2020-05-19
刊出日期:  2020-08-25

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