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    北京市密云区龙潭沟流域泥石流灾害成因与动力学特征

    Causes and dynamic characteristics of debris flow disaster in Longtangou Watershed, Miyun County of Beijing

    • 摘要:
      目的2011年以来北京市密云区龙潭沟流域多次暴发严重泥石流灾害,严重威胁了当地人民生命财产安全和社会经济发展。2016年8月12日泥石流过后,本文以该区受灾严重的艾洼峪与大木峪为研究对象,系统分析单沟泥石流的灾害成因与动力学演化过程,旨在为该区单沟泥石流灾害防治提供理论依据。
      方法在现场调查、室内实验和遥感影像解译的基础上,结合降雨资料、泥石流粒径组成和沿程流速流量断面变化进行分析。
      结果(1) 2012—2016年,艾洼峪物源体面积增加了11.12倍,大木峪增加了4.41倍。(2)2016年最大小时降雨量占累积降雨的比例高达47.0%;相比2011年,2016年泥石流前期降雨少,激发雨强是2011年的2.87倍。(3)艾洼峪和大木峪泥石流密度分别为1.95和1.88 g/cm3,黏粒含量分别为0.02%和0.05%。(4)标度分布结果为:0.853 1 < R2 < 0.959 2,0.019 1 < μ < 0.033 8,10.31 < Dc < 10.99。(5)艾洼峪泥石流支沟汇流导致流速、流量分别增加了0.21和1.67倍,流经油松林后,流速下降了22.9%,流量下降了86.2%,泥石流堆积物平均粒径d50降低了53.0%;大木峪泥石流流经人工堆石坝后,流速、流量分别增加了0.16和7.71倍。
      结论(1) 自2012年来,艾洼峪、大木峪物源体面积逐年增加,具备再次发生泥石流的物源条件。(2)短历时、高强度的降雨是该区泥石流暴发的主要激发条件,前期降雨充沛的条件下,泥石流的激发雨强下降。(3)两条沟道为高密度低黏度的黏性泥石流。(4)标度分布对艾洼峪、大木峪泥石流颗粒具有很高的拟合度,两沟μ < 0.05,验证了两沟为高密度泥石流的结论,造成两沟Dc值偏小的主要原因是沟道泥石流黏粒含量低。(5)艾洼峪泥石流流量陡增至峰值是由于支沟泥石流汇入主沟造成,沟道油松林对泥石流流速、流量有削减作用,对大颗粒物质有过滤作用;大木峪流量陡增至峰值是由于沟道中的堆石坝溃决造成。

       

      Abstract:
      ObjectiveSince 2011, several debris flow events occurred in Longtangou Watershed, Miyun County of Beijing, which pose a heavy threaten to the local inhabitants and economic development. After the debris flow event on August 12, 2016, the debris flow in Aiwayu and Damuyu catchments were investigated to examine their formation and dynamic characteristics, aiming to provide theoretical basis for the prevention and treatment of single channel debris flow in the area.
      MethodOn the basis of field investigation, laboratory tests, remote sensing maps and rainfall data, the particle composition of debris flow and changes of velocity and peak flow at several cross sections were analyzed.
      Result(1) From 2012 to 2016, the area of material source body increased by 11.12 and 4.41 times compared with previous conditions in the Aiwayu and Damuyu catchments, respectively. (2) In 2016, the maximum hour rainfall was 47.0% of the accumulative rainfall. Compared with the debris flow event in 2011, the antecedent precipitation was less and the triggering rainfall intensity was 2.87 times of that in 2011. (3) The debris flow density of Aiwayu and Damuyu catchments was 1.95 and 1.88 g/cm3, and the content of clay particles was 0.02% and 0.05%, respectively. (4) Scale distribution results showed that the R2 ranged in 0.853 1-0.959 2, μ ranged in 0.019 1-0.033 8, Dc ranged in 10.31-10.99. (5) Since the confluence from Aiwayu tributary, the flow velocity and discharge increased by 0.21 and 1.67 times, respectively; after flowing through Pinus tabuliformis forest, the velocity decreased by 22.9%, the discharge decreased by 86.2%, and the average particle diameter of the debris flow reduced by 53.0%. The flow velocity and discharge in Damuyu Catchment increased by 0.16 and 7.71 times, respectively after the debris flow passing over the artificial dam.
      Conclusion(1) Since 2012, the body area of material source in Aiwayu and Damuyu catchments increased year by year, which is the material source condition causing debris flow here again. (2) The debris flow in this area was mainly triggered by a short-time, high-intensity rainstorm. If the antecedent precipitation was abundant, the triggering rainfall intensity decreased. (3) Both of the debris flow in the two catchments belong to high-density and low-viscous flows with abundant gravels and few clay. (4) The scale distribution had a high fitting degree for Aiwayu and Damuyu catchments. μ < 0.05 verified the conclusion that the debris flow in two catchments had high density. Low viscosity was the main reason for low Dc. (5) In Aiwayu Catchment, the discharge of debris flow reaching peak value in short time was resulted from the confluence of debris flow in tributary to main ditch. Pinus tabuliformis forest in the channel had reduction effects on velocity and discharge of debris flow, and filtering effects on large particulate matter. While in Damuyu Catchment, the discharge of debris flow reaching peak value in short time was resulted from rockfill dam break in the channel.

       

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