[1]TONG Xiao,PENG Jianbing,ZHU Xinghua,et al.Analysis and Prevention of Landslide Debris Flow in Honghuazui of Tianshui City[J].Research of Soil and Water Conservation,2016,23(03):343-347,353.
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Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume:
23
Number of periods:
2016 03
Page number:
343-347,353
Column:
Public date:
2016-06-28
- Title:
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Analysis and Prevention of Landslide Debris Flow in Honghuazui of Tianshui City
- Author(s):
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TONG Xiao1, PENG Jianbing1,2, ZHU Xinghua1, MA Penghui1, MENG Zhenjiang1
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1. College of Geology Engineering and Geomatics, Chang’an University, Xi’an 710054, China;
2. Key Laboratory of Western Mineral Resources and Geological Engineering, Ministry of Education, Xi’an 710054, China
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- Keywords:
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landslides; debris flow; numerical calculation; embankment; early warning
- CLC:
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P642.2
- DOI:
-
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- Abstract:
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The accumulation of loess is loose after many small slips of the upper and side walls in Honghuazui. With concentrated rainfall in the summer and fall, the instability landslide will move downstream along the gully and will carry a large number of loess sources and transform into debris flow, it will be estimated that there is 105m3 of the potential debris flow source. Using the quantitative formula and particle flow numerical calculation analysis of Honghuazui, we determined the size and scope of landslide debris flow. The control method of setting up the embankment was selected, and the debris flow front distance reduced to 1 531 m, the accumulation zone width reduced to 552 m, the accumulation zone width in building, highway and farmland reduced to 174 m and the debris flow peak velocity decreased to 10.1 m/s. The embankment evaluation index P to measure the efficiency of control was put forward. The calculation results show that the embankment can greatly reduce the harmful level of debris flow.