陈明, 唐川, 甘伟, 蔡英桦. 震区急陡沟道型泥石流特征及动力过程研究——以汶川瓦窑沟为例[J]. 云南大学学报(自然科学版), 2018, 40(2): 272-278. doi: 10.7540/j.ynu.20170495
引用本文: 陈明, 唐川, 甘伟, 蔡英桦. 震区急陡沟道型泥石流特征及动力过程研究——以汶川瓦窑沟为例[J]. 云南大学学报(自然科学版), 2018, 40(2): 272-278. doi: 10.7540/j.ynu.20170495
CHEN Ming, TANG Chuan, GAN Wei, CAI Ying-hua. Characteristics and dynamical process of debris flow at urgent steep gully in the earthquake areas—illustrated with case of Wayao gully in Wenchuan[J]. Journal of Yunnan University: Natural Sciences Edition, 2018, 40(2): 272-278. DOI: 10.7540/j.ynu.20170495
Citation: CHEN Ming, TANG Chuan, GAN Wei, CAI Ying-hua. Characteristics and dynamical process of debris flow at urgent steep gully in the earthquake areas—illustrated with case of Wayao gully in Wenchuan[J]. Journal of Yunnan University: Natural Sciences Edition, 2018, 40(2): 272-278. DOI: 10.7540/j.ynu.20170495

震区急陡沟道型泥石流特征及动力过程研究——以汶川瓦窑沟为例

Characteristics and dynamical process of debris flow at urgent steep gully in the earthquake areas—illustrated with case of Wayao gully in Wenchuan

  • 摘要: 汶川地震以来,汶川震区暴发了大量各种类型的泥石流,其中存在一种急陡沟道型泥石流.文章首先分析了急陡沟道型泥石流具有流域面积小、纵坡陡、物源储量丰富、侵蚀强烈及冲出规模大等特点;再以汶川县瓦窑沟为典型代表,采用FLO-2D软件模拟再现50年一遇暴雨频率下瓦窑沟泥石流的动力过程,研究其动力特性及启动、侵蚀、堆积演化过程.模拟结果显示,瓦窑沟急陡沟道型泥石流下游普遍淤高3~5m,最大流速达9.34m/s,与调查结果较为符合,表现出冲於幅度大、水动力强的特点.因此,应该开展对震区急陡沟道型泥石流风险评估、监测、早期预警等研究,同时应对治理工程方案需进行有效的组合.

     

    Abstract: After Wenchuan earthquake,a large number of various types of debris flow occurred in Wenchuan earthquake region.Firstly,the paper analyzed the characteristics of urgent steep gully debris flow,such as small catchment area,large longitudinal gradient,abundant loose materials,strong erosion and the large run-out scale.Then taking Wayao gully as a typical example,the basic characteristics and formation conditions were identified.Using FLO-2D software,a simulation of the dynamical process of urgent-steep channels featured debris flow during 50-year rainstorm conditions was set up.The paper analysed dynamic characteristics,initiation,erosion and deposition of debris flow in Wayao gully.The results show that the depositions of downstream are generally 3—5 meters high and the maximum velocity is 9.34 m/s.The amplitude of scour and accumulation is large and the hydrodynamic force is strong.Therefore it is important to assess debris flow risk and take hazard monitoring and early warning for debris flows with urgent channels in the earthquake areas.The effective combination of control work is also necessary for debris flow hazard mitigation.

     

/

返回文章
返回