地震地质 ›› 2016, Vol. 38 ›› Issue (4): 911-921.DOI: 10.3969/j.issn.0253-4967.2016.04.009

• 研究论文 • 上一篇    下一篇

黄河壶口逆源速率及其与韩城断裂的关系

闫小兵1, 李自红1, 赵晋泉1, 扈桂让1, 郭瑾1,2   

  1. 1. 山西省地震局, 太原 030002;
    2. 山西省地质环境监测中心, 太原 030024
  • 收稿日期:2015-01-07 修回日期:2016-10-14 出版日期:2016-12-20 发布日期:2017-01-20
  • 作者简介:闫小兵,男,1978年生,2008年于中国地震局地质研究所获构造地质学硕士学位,高级工程师,主要从事活动构造和地震活动断层研究,E-mail:42953033@qq.com。
  • 基金资助:

    中国地震局地震行业科研专项(200908001)与中国地震局地质研究所基本科研业务专项(IGCEA1416)共同资助

THE RETROGRESSIVE EROSION RATE AT HUKOU WATERFALL, YELLOW RIVER AND THE RELATION TO THE HANCHENG FAULT

YAN Xiao-bing1, LI Zi-hong1, ZHAO Jin-quan1, HU Gui-rang1, GUO Jin1,2   

  1. 1. Earthquake Administration of Shanxi Province, Taiyuan 030002, China;
    2. Shanxi Center of Geo-environment Monitoring, Taiyuan 030024, China
  • Received:2015-01-07 Revised:2016-10-14 Online:2016-12-20 Published:2017-01-20

摘要:

在查阅黄河壶口位置的史料记载的基础上,对黄河壶口沿线进行了野外调查,最终确定了黄河壶口在不同时期的具体位置,据此计算黄河壶口在不同时期的逆源侵蚀速率:夏朝至唐朝为1.66m/a,唐朝至元朝为1.01m/a,元朝至明朝为0.97m/a,明朝至民国为1.28m/a,民国至现今为0.6m/a。考虑到黄河沿线地质条件的复杂性,综合给出史料记载以来(先秦到现今)黄河壶口的逆源侵蚀的平均速率为1.51m/a。根据对韩城断裂邵家岭探槽和禹门口黄河阶地的研究,韩城断裂在晚更新世早、中期发生过多次强烈活动,累计断距为20.1m,上述断裂活动在黄河禹门口附近形成高20余m的陡坎(裂点),现今的黄河壶口可能是该裂点经过4~5万a的逆源侵蚀到达目前的位置。

关键词: 黄河壶口, 逆源侵蚀速率, 韩城断裂

Abstract:

On the basis of consulting historical records about the positions of Hukou waterfall at different times,we conduct a field geological survey along the Yellow River and ultimately determine the specific locations of the Hukou waterfall in the different periods.Based on this,the retrogressive erosion rates in different periods are calculated as about 1.66m/year during the Xia Dynasty to the Tang Dynasty period,about 1.01m/year in the Tang Dynasty to the Yuan Dynasty,about 0.97m/year in the Yuan Dynasty to the Ming Dynasty,about 1.28m/year in the Ming Dynasty to the Republican period,and 0.6m/year from the Republican period to the present.Considering the complex geological conditions along the Yellow River,the average retrogressive erosion rate of Hukou waterfall on the Yellow River is obtained to be 1.51m/year since the historical records (early Qin Dynasty to the present).Lithology surrounding the Hukou waterfall includes mainly the Triassic gray,gray-green thick-layered mid-grained feldspar sandstone and dark purple,yellow-green mudstone,this hardness and softness combination feature is the unique geological condition of the Yellow River.After abrasing the softer shale driven by water cyclotron at this position,water washes off the debris,causing the overlying feldspar sandstone suspended for a long period.Feldspar greywacke block collapses under accumulative water erosion in long years,and then retrogressive erosion occurs in Hukou waterfall.In the process of 1 ︰ 50 000 active fault mapping of Hancheng Fault,we excavated a trench at Shaojialing,and the trench profile shows that:in the early and middle period of late Pleistocene,there are obvious surface ruptures produced by the fault.Cumulative offset near the trench is more than 20 meters in height difference.Yellow River terraces survey at Yumenkou also confirms that a fault slip of about 20 meters occurred during the early and middle period of the late Pleistocene.Assuming the retrogressive erosion rate is constant,the author thinks the Hancheng Fault was activated at early and middle age of the Late Pleistocene,forming a 20~30m high scarp (knick point),and today's position of Hukou waterfall may be the position of this knick point after the retrogressive erosion of about 40 to 50ka.

Key words: Hukou, retrogressive erosion rate, Hancheng Fault

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