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LIU Bo, NIU Yun-hua, WANG Ke, DAI De-fu. Characteristic analysis and control measures for debris flow in Baitan Gully of Wudongde Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 225-230. DOI: 10.11779/CJGE2016S1042
Citation: LIU Bo, NIU Yun-hua, WANG Ke, DAI De-fu. Characteristic analysis and control measures for debris flow in Baitan Gully of Wudongde Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 225-230. DOI: 10.11779/CJGE2016S1042

Characteristic analysis and control measures for debris flow in Baitan Gully of Wudongde Hydropower Station

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  • Received Date: November 29, 2015
  • Published Date: March 24, 2016
  • Adopting field investigation and indoor model tests, the characteristics of debris flow in Baitan Gully are studied. Combined with the particularity of terrain, geological conditions and building layout, the drainage route of debris flow is compared. The optimal drainage route is obtained. In addition, the effect of control measures of debris flow in Baitan Gully is evaluated. The results show that the guide wall, block dam and solid bed dam can effectively protect the original channel, and they can also prevent solid substances from being involved in debris flow activity. Beyond that, the silting field can also play the role of silting. Finally, only a small amount of solid substances and the flood are discharged to the Jinsha River through the drainage cannal, and the effect of prevention is achieved. As a complete system, the guide wall, block dam, silting field and solid bed dam can have a good control effect. So such a control system should be widely adopted in the design of control measures for debris flow.
  • [1]
    HUNGR O, EVANS S G, BOVIS M,et al. Review of the classification of landslides of the flow type [J]. Environmental and Engineering Geoscience, 2001, (Ⅶ): 221-238.
    [2]
    WAND G, SASSA K. Pore-pressure generation and movement of rainfall-induced landslides: Effects of grain size and fine-particle content [J]. Eng Geol, 2003, 69: 109-125.
    [3]
    YANG W M, WU S R, ZHANG Y S, et al. Research on formation mechanism of the debris flow on slope induced by rainfall [J]. Earth Science Frontiers, 2007, 14(6): 197-204.
    [4]
    高 冰, 周 健, 张 姣, 等. 泥石流启动过程中水土作用机制的宏细观分析[J]. 岩石力学与工程学报, 2011, 30(12): 2567-2573. (GAO Bin, ZHOU Jian, ZHANG Jiao, et al. Macro-meso analysis of water-soil interaction on mechanism of debris flow starting process[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(12): 2567-2573. (in Chinese))
    [5]
    陈中学, 汪 稔, 胡明鉴, 等. 黏土颗粒含量对蒋家沟泥石流启动影响分析[J]. 岩土力学, 2010, 31(7): 2197-2201. (CHEN Zhong-xue, WANG Rcn, HU Ming-jian, et al. Study of content of clay particles for debris flow occurrence in Jiangjia Ravine [J]. Rock and Soil Mechanics, 2010, 31(7): 2197-2201. (in Chinese))
    [6]
    舒安平, 张 欣, 唐 川, 等. 不同坡度条件下非均质泥石流堆积过程与特征[J]. 水利学报, 2013, 44(11): 1333-1337. (SHU An-ping, ZHANG Xin, TANG Chuan, et al. Analysis on the deposition processes and characteristics of non-homogeneous debris flow[J]. Journal of Hydraulic Engineering, 2013, 44(11): 1333-1337. (in Chinese))
    [7]
    周 健, 高 冰, 张 姣, 等. 初始含水率对砂土泥石流启动影响作用分析[J]. 岩石力学与工程学报, 2012, 31(5): 1042-1048. (ZHOU Jian, GAO Bin, ZHANG Jiao, et al. Influence of initial water content on sandy debris flow starting process [J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(5): 1042-1048. (in Chinese))
    [8]
    周 健, 王连欣, 贾敏才, 等. 颗粒组分对泥石流形成形态影响研究[J]. 湖南大学学报(自然科学版), 2014, 41(1): 8-14. (ZHOU Jian, WANG Lian-xin, JIA Min-cai, et al. Influence of grain size distribution on the formation of debris flow[J]. Journal of Hunan University (Natural Sciences), 2014, 41(1): 8-14. (in Chinese))
    [9]
    游 勇, 柳金峰, 欧国强. 泥石流常用排导槽水力条件的比较[J]. 岩石力学与工程学报, 2006, 25(增刊1): 2820-2825. (YOU Yong, LIU Jin-feng, OU Guo-qiang. Comparison of hydraulic conditions among usual debris flow drainage canal[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S1): 2820-2825. (in Chinese))
    [10]
    徐林荣, 韩 征, 苏志满, 等. 泥石流流速横向分布特征与防治工程结构优化[J]. 岩土力学, 2012, 33(12): 3715-3720. (XU Lin-rong, HAN Zheng, SU Zhi-man, et al. Research on lateral distribution features of debris flow velocity and structural optimization of prevention and control works [J]. Rock and Soil Mechanics, 2012, 33(12): 3715-3720. (in Chinese))
    [11]
    陈宁生, 崔 鹏, 刘中港, 等. 基于黏土颗粒含量的泥石流重度计算[J]. 中国科学E辑技术科学, 2003, 33(增刊): 164-174. (CHEN Ning-sheng, CUI Peng, LIU Zhong-gang, et al. Caculation of the debris flow density based on the content of clay particles[J]. Science in China Ser. E Technological Sciences, 2003, 33(S0): 164-174. (in Chinese))
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