乌江流域武隆至涪陵段新构造运动
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
乌江流域武隆至涪陵段河谷深切,沿岸发育3层水平成层溶洞、4级河流阶地、3级夷平面;以乌江为主干河流发育平行状、树枝状、不对称状、弧状、放射状等5种水系,盲谷、倒流河发育;地震及滑坡崩塌等地质灾害活动频繁,它们定性反映了研究区具间歇性不均匀抬升的特征.通过乌江两岸主干支流坡降比、第Ⅰ级拟合夷平面的产状要素定量计算及石英电子自旋共振测年数据,测算第Ⅲ级夷平面掀斜产状为SSW∠1 66°,第Ⅰ级夷平面的掀斜产状为185 15°∠2 43°,本地区地壳上升的平均速率为0 501mm/a.
Crust intermittent uplifting in Wujiang river basin was responsible for three-stratum horizontal karst cavities, three-stage level surfaces, four-stage fluvial terraces and differential crust tilt-lifting brought inverted water in horizontal karst cavities and five sorts special river system such as parallel form branch, tree branch form branch, asymmetry form branch, arc form branch, shed form branch. Character of intermittent and asymmetry crust tilt-lift is showed by frequently active earthquake, landslip and rock-fall. Up today, crust activation is in progress and the average rate of crust uplift is 0.051mm/a.
引文
[1] 谢广林,饶扬誉,蒋蔺珍,等.武汉地区新构造运动与区域稳定性评价[J].地壳形变与地震,1993,13(3):59 65.
    [2] 李 森,王 跃,陈惠忠,等.黄河兰州谷地新构造运动的初步研究[J].地质论评,1993,39(5):259 267.
    [3] 刘国海,韩慕康,傅命佐,等.大连半岛地貌、新构造运动与市区安全性[J].地理学报,1993,48(3):227 234.
    [4] 杜国士.胶东半岛新构造运动东西分异的水系特征统计分析[J].北京大学学报(自然科学版),2001,37(3):407 412.
    [5] 袁慰平,张令敏,黄新芹,等.计算方法与实习(第二版)[M].南京:东南大学出版社,1999:113 120.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心