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    层序地层学:问题与讨论

    李绍虎 李树鹏 胡言烨 吴维 刘彪 李遵亭

    李绍虎, 李树鹏, 胡言烨, 吴维, 刘彪, 李遵亭, 2017. 层序地层学:问题与讨论. 地球科学, 42(12): 2312-2326. doi: 10.3799/dqkx.2017.144
    引用本文: 李绍虎, 李树鹏, 胡言烨, 吴维, 刘彪, 李遵亭, 2017. 层序地层学:问题与讨论. 地球科学, 42(12): 2312-2326. doi: 10.3799/dqkx.2017.144
    Li Shaohu, Li Shupeng, Hu Yanye, Wu Wei, Liu Biao, Li Zunting, 2017. Sequence Stratigraphy: Problems and Discussion. Earth Science, 42(12): 2312-2326. doi: 10.3799/dqkx.2017.144
    Citation: Li Shaohu, Li Shupeng, Hu Yanye, Wu Wei, Liu Biao, Li Zunting, 2017. Sequence Stratigraphy: Problems and Discussion. Earth Science, 42(12): 2312-2326. doi: 10.3799/dqkx.2017.144

    层序地层学:问题与讨论

    doi: 10.3799/dqkx.2017.144
    基金项目: 

    国家自然科学基金 41572109

    国家自然科学基金 41372112

    详细信息
      作者简介:

      李绍虎(1964-), 男, 教授, 主要从事沉积学、煤及煤层气地质学研究.E-mail:ShaoHuLi@cug.edu.cn

    • 中图分类号: P539.2

    Sequence Stratigraphy: Problems and Discussion

    • 摘要: 论文回顾地震地层学对层序地层学的贡献与影响、层序地层学理论积淀,指出沉积层序存在的诸如层序边界(不整合面及其可比的整合面)跨界系统阶等年代地层单位、沉积层序"T-R"水侵-水退建模理论基础与层序边界不断调整、基准面曲线滞后水侵-水退(R-T)曲线和纯几何学的相对应整合面(可比的整合面)禁锢等4个问题.针对4个问题论文建议:(1)静止正常水退(SNR)取代高位正常水退(HNR),解决层序地层学由高位正常水退不合理设定造成的非周期性问题;(2)鉴于残留最大水泛面(RMFS)潜在地接近或一致于年代地层单位界线或全球界线层型剖面和点(GSSP)阶的下界的特征,层序地层学有可能建立残留最大水泛面与其相对应不整合面组成的复合层序边界,其中的残留最大水泛面部分用于解决现行层序边界跨年代地层单位界线的问题;(3)复合层序边界由盆朝陆的"一对一"追踪方式解决层序边界由陆朝盆"一对多"不断调整的问题;(4)降级"相对应整合面"为体系域边界,解决双定义"相对应整合面"问题,其中,Hunt and Tucker(1992)的"相对应整合面"被复合层序边界相对应不整合面部分向盆内延伸(ESU)取代而作为低位体系域底界(ESU亦兼有水侵体系域在不整合处的底界作用),Posamentier and Allen(1999)的"相对应整合面"被复合层序边界之上的恢复的强迫水退底界取代而作为下降期体系域底界.此外,强迫水退底界同义术语现在采用的海相侵蚀海退面(RSME)术语不能全部代表海相与非海相背景.

       

    • 图  1  Haq曲线中的层序边界与年代地层单位界线年龄不一致但接近于三级层序最大水泛面年龄(Haq et al., 1987)

      Fig.  1.  Bottom times of 3rd sequences in Haq et al.(1987) 's curve are not consistent with that of chronostratigraphic units, but with that of maximum flooding surface

      图  2  不整合面之上的传统T-R旋回相对海平面垂向升降变化(a、b)及层序边界调整(b)

      Vail et al.(1977)的图 3、图 4、图 6、图 8修改;P66-72;⑥ 的原图解释为下伏最高上超点与上覆最低上超点的向下迁移而称为海平面相对下降,但现解释为低位正常水退

      Fig.  2.  The vertical fall and rise of relative sea level (a, b) and variation of sequence boundaries (b)

      图  3  基准面曲线滞后R-T曲线,据Catuneanu(2002)修改;非海相背景亦有下降期体系域

      Fig.  3.  Base level curve delaying R-T curve is modified from Catuneanu (2002); non-marine setting may also develop falling stage systems tract

      图  4  不整合界定层序(a)和年代地层格架(b)

      Wheeler(1964)修改;层序严格由不整合面界定而使得年代地层时空保持层序K=层序A+层序B

      Fig.  4.  Subaerial unconformity-bounded sequence (a) and time-stratigraphic (chronostratigraphic) framework (b)

      图  5  Wheeler(1964)不整合面界定层序(蓝色字体)和Mitchum et al.(1977)不整合面及其相对应整合面界定的层序的理想地层剖面和年代地层剖面

      显示存在用层序地层学特征界面(如紫色线条图示的潜在的残留最大水泛面)取代相对应整合面而与不整合面(紫色)共同界定层序的可能性(据Mitchum et al.(1977)并参照Wheeler(1964)方法修改)

      Fig.  5.  Generalized stratigraphic and chronostratigraphic sections of sequence bounded by subaerial unconformities (Wheeler, 1964; blue fronts), and sequences bounded by subaerial unconformities and their correlative conformities (Micthum et al., 1977)

      图  7  基于静止正常水退取代高位正常水退的岸线迹线周期性

      用于定义残留最大水泛面RMFS与其相对应不整合面CSU界定层序HST(SNR)-FSST(FR)-LST(LNR)-TST(T)及其体系域、关键界面、水退、水侵时空关系HST.高位体系域;FSST.下降期体系域;LST.低位体系域; TST.水侵体系域;SNR.静止正常水退; FR.强迫水退; LNR.低位正常水退; T.水侵;RMFS和CSU-残留最大水泛面及其相对应不整合面; BSFR.强迫水退底界; ESU.不整合面延伸; MRS.最大水退面;cc*.相对应整合面即Posamentier and Allen(1999);cc**.相对应整合面即Hunt and Tucker(1992)

      Fig.  7.  Based on stillstand normal regression (SNR) replacing highstand normal regression (HNR)

      图  6  年代地层单位界线层型下界及与之潜在匹配的残留最大水泛面

      Salvador(1994)修改;下部为作者进行的层序地层学术语标注

      Fig.  6.  Boundary of stratotype for a chronostratigraphic unit and its potentially matching remnant maximum flooding surface bounded sequence stratigraphic unit

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