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河西走廊西洞西滩冲洪积扇线性陡坎非构造成因分析

郑荣荧 陈柏旭 周文杰 杨晨爽

郑荣荧, 陈柏旭, 周文杰, 杨晨爽. 河西走廊西洞西滩冲洪积扇线性陡坎非构造成因分析[J]. 地震科学进展. doi: 10.19987/j.dzkxjz.2022-113
引用本文: 郑荣荧, 陈柏旭, 周文杰, 杨晨爽. 河西走廊西洞西滩冲洪积扇线性陡坎非构造成因分析[J]. 地震科学进展. doi: 10.19987/j.dzkxjz.2022-113
Zheng Rongying, Chen Baixu, Zhou Wenjie, Yang Chenshuang. Analysis on non-tectonic origin of linear scarps in alluvial-proluvial fan of the west bank of Xidong in Hexi Corridor[J]. Progress in Earthquake Sciences. doi: 10.19987/j.dzkxjz.2022-113
Citation: Zheng Rongying, Chen Baixu, Zhou Wenjie, Yang Chenshuang. Analysis on non-tectonic origin of linear scarps in alluvial-proluvial fan of the west bank of Xidong in Hexi Corridor[J]. Progress in Earthquake Sciences. doi: 10.19987/j.dzkxjz.2022-113

河西走廊西洞西滩冲洪积扇线性陡坎非构造成因分析

doi: 10.19987/j.dzkxjz.2022-113
基金项目: 青藏高原第二次科学考察项目(2019QZKK0901)资助
详细信息
    作者简介:

    郑荣荧(1995-),男,助理工程师,主要从事地球物理与构造地质研究。E-mail:zry19950315@163.com

    通讯作者:

    陈柏旭(1998-),男,硕士研究生,主要从事活动构造与地震危险性分析研究。E-mail:chenbaixufz@163.com

  • 中图分类号: P542

Analysis on non-tectonic origin of linear scarps in alluvial-proluvial fan of the west bank of Xidong in Hexi Corridor

  • 摘要: 构造、侵蚀与人为等多种因素均影响着冲洪积扇线性陡坎的形成和发现。结合无人机高分辨率遥感影像解译、地形地貌剖面分析、探槽开挖、工程地质剖面分析和音频大地电磁探测等多种方法,对河西走廊西洞西滩冲洪积扇发育的线性陡坎地貌由浅及深开展综合对比分析,得到如下结论:地形地貌剖面显示线性陡坎两侧地形高程递变平缓,未见变形现象;探槽揭示了线性陡坎两侧下伏的地层连续,底部地层近水平产出且产状明显小于顶部地层,未见地层错断现象;工程地质剖面表明线性陡坎两侧的Q3冲洪积砂卵砾石层顶面连续,未见地层错动现象;音频大地电磁探测结果显示线性陡坎两侧下伏基岩界面连续完整,未见断层通过迹象。因此,综合认为河西走廊西洞西滩冲洪积扇发育的线性陡坎地貌是由大磁窑河水侧向侵蚀作用形成的,而非构造作用所致。

     

  • 图  1  研究区周边构造图和线性陡坎遥感解译图

    Figure  1.  Structural map of the surrounding area of the study area and the remote sensing interpretation map of the linear scarp

    图  2  地形地貌剖面图

    Figure  2.  The topographic profile around the linear scarp

    图  3  线性陡坎南部高分辨率遥感解译图和地貌图

    Figure  3.  High resolution remote sensing interpretation map and geomorphologic map of the south to the linear scarp

    图  4  线性陡坎北部高分辨率遥感解译图和地貌图

    Figure  4.  High resolution remote sensing interpretation map and geomorphologic map of the north of the linear scarp

    图  5  探槽剖面图

    Figure  5.  The profile of trench

    图  6  工程地质剖面图

    Figure  6.  Engineering geological profile

    图  7  大地电磁成果图

    Figure  7.  The magnetotelluric result

    图  8  大磁窑河出山口附近高分辨遥感解译与河流阶地高程图

    Figure  8.  High-resolution remote sensing interpretation and river terrace elevation map near the outlet of Daciyao River

    表  1  探槽剖面地层描述

    Table  1.   The description of trench

    探槽
    编号
    地层
    编号
    地层特征描述
    TC-1 U1 灰褐色砾石与土黄色粉砂混合堆积,厚0.5—0.7 m,偶含砾石,砾石粒径一般为2—10 cm,磨圆和分选较好
    U2 粗砂砾石层,厚0.8—1.2 m,砾石磨圆度中等,分选一般,偶见粒径大于5 cm的巨砾,为冲洪积相堆积物
    U3 中、细砾石层,偶夹土黄色粉土层,厚0.6—1.2 m,成层性一般,分选和磨圆很差,偶见棱角状砾石
    U4 灰褐色砾石层,厚0.3—0.8 m,分选性和磨圆度较差,砾石多呈棱角状,粉砂含量相较于U3层较多,含较多碎石
    TC-2 U1 土黄色粉砂层,厚1.5—2 m,成层性较好,偶含棱角状砾石
    U2 砾石夹粉砂层,厚1—1.3 m,砾石磨圆一般,多呈棱角状,分选性较差,偶见厚约20 cm的砾石薄层
    U3 灰黄色粗砂砾石层,厚1 m,粗砂含量明显多于U2层,砾石多呈次棱角状,分选和磨圆较差
    下载: 导出CSV

    表  2  钻孔岩性描述

    Table  2.   The description of drilling lithology

    钻孔
    编号
    岩性特征描述
    1 0—70 m坡洪积碎石土层:主要为泥质粉砂岩,土为粉土;70—110.5 m砂卵砾石层:岩性以泥质粉砂岩为主,局部为花岗岩、砂岩
    2 0—32.3 m坡积洪积碎石土层:以泥质粉砂岩为主,土为粉土;32.3—101.5 m冲洪积砂砾石层:泥质粉砂岩为主,局部花岗岩、砂岩
    3 0—2.0 m粉土层:土黄色,手搓有砂感,硬塑—坚硬;2.0—100.1 m砂卵砾石层:以泥质粉砂岩、砂岩为主
    4 0—52.6 m坡积洪积碎石土层:岩性为泥质粉砂岩,土为粉土;52.6—60 m砂卵砾石层:岩性为砂岩、泥质粉砂岩
    5 0—18.5 m坡积洪积碎石土层:岩性为砂岩、泥质粉砂岩,土为粉土;18.5—60 m砂卵砾石层:岩性多呈砂岩,泥质粉砂岩
    6 0—2.9 m粉土层:土黄色,干燥、松散;2.9—60 m砂卵砾石层:岩性为砂岩、泥质粉砂岩
    下载: 导出CSV
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  • 收稿日期:  2022-07-12
  • 录用日期:  2022-11-07
  • 网络出版日期:  2022-11-15

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