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    南沙海域礼乐地块构造地层及地壳结构特征

    孙龙涛 田振兴 詹文欢 孙宗勋

    孙龙涛, 田振兴, 詹文欢, 孙宗勋, 2011. 南沙海域礼乐地块构造地层及地壳结构特征. 地球科学, 36(5): 861-868. doi: 10.3799/dqkx.2011.090
    引用本文: 孙龙涛, 田振兴, 詹文欢, 孙宗勋, 2011. 南沙海域礼乐地块构造地层及地壳结构特征. 地球科学, 36(5): 861-868. doi: 10.3799/dqkx.2011.090
    SUN Long-tao, TIAN Zhen-xing, ZHAN Wen-huan, SUN Zong-xun, 2011. Crust Structure and Tectonostratigraphy of Liyue Block, Northeast of Nansha Area. Earth Science, 36(5): 861-868. doi: 10.3799/dqkx.2011.090
    Citation: SUN Long-tao, TIAN Zhen-xing, ZHAN Wen-huan, SUN Zong-xun, 2011. Crust Structure and Tectonostratigraphy of Liyue Block, Northeast of Nansha Area. Earth Science, 36(5): 861-868. doi: 10.3799/dqkx.2011.090

    南沙海域礼乐地块构造地层及地壳结构特征

    doi: 10.3799/dqkx.2011.090
    基金项目: 

    中国科学院知识创新工程重要方向项目群项目 KZCX2-YW-Q05-04

    国家自然科学基金项目 40806022

    详细信息
      作者简介:

      孙龙涛(1978—), 男, 博士, 副研究员, 主要从事海洋地质和石油地质研究.Email: ltsun@scsio.ac.cn

    • 中图分类号: P736.1

    Crust Structure and Tectonostratigraphy of Liyue Block, Northeast of Nansha Area

    • 摘要: 礼乐地块位于南沙海域东北部, 主要由2部分组成: 礼乐滩和礼乐盆地.根据重力和地震数据研究礼乐地块的主要构造特征和地壳结构.基于多道地震数据, 主要研究了基底之上的地层和断裂构造, 并通过重力数据反演分析了地块深部地壳结构.礼乐滩区域主要为碳酸盐岩地层, 此区域地层较平, 断裂不发育.而礼乐盆地区域早期断裂较为发育, 并且主要发育2种构造: 翘倾断块和宽缓背斜; 中生代地层厚度自SW向NE减薄, 但张裂期地层自SW向NE增厚, 这表明在张裂阶段断层活动强度自SW向NE增强, 离张裂中心越近, 断裂活动强度越大.礼乐地块以正布格重力异常为主(60~140mGal), 莫霍面深度约16~27km, 拉张因子为1.3~2.0, 属于减薄型大陆地壳.

       

    • 图  1  礼乐地块区域位置及地貌

      Fig.  1.  Map of the survey area and the location (solid box) of Liyue block

      图  2  L1测线地震剖面(位置见图 1)

      Fig.  2.  L1 seismic line in Liyue basin

      图  3  L1测线半地堑段及解释剖面(位置见图 1图 2)

      Fig.  3.  Seismic section from L1 and interpretation in Liyue basin

      图  4  礼乐地块地层年代及构造活动期次

      Fig.  4.  Stratigraphic sequence scheme of the Liyue block

      图  5  L2-2地震测线的解释剖面(位置见图 1)

      Fig.  5.  Interpretation in Liyue basin of L2-2 seismic line

      图  6  L1测线宽缓褶皱段及解释剖面(位置见图 1图 2)

      Fig.  6.  Seismic section from L1 and interpretation in Liyue basin

      图  7  L2-1地震测线的解释剖面(位置见图 1)

      Fig.  7.  Interpretation in Reed Bank of L2-1 seismic line

      图  8  L3地震测线的解释剖面(位置见图 1)

      Fig.  8.  Interpretation in Liyue basin of L3 seismic line

      图  9  研究区布格重力异常(a) 和莫霍面深度(b) (莫霍面深度是相对海底的深度)

      Fig.  9.  Computed Bouguer gravity anomaly (a) and MOHO depth (b)

      图  10  重力异常反演地壳结构图(位置为图 1中L1测线B-C段)

      Fig.  10.  Predicted structure of the profile L1 inverted from free air gravity anomaly

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    • 收稿日期:  2011-05-24
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