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An experimental study of dilute debris flow characteristics in a drainage channel with an energy dissipation structure

  • Published:2015-07 Issue: Volume:193 Page:224-230
  • ISSN:0013-7952
  • Container-title:Engineering Geology
  • language:en
  • Short-container-title:Engineering Geology

Author:

Chen Jiangang,Chen Xiaoqing,Li Yun,Wang Fei

Funder

National Science Foundation of China

Key Deployment Project of Chinese Academy of Sciences

Young Scientists Research Fund of the Institute of Mountain Hazards and Environment, CAS

West Light Foundation of Chinese Academy of Sciences

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference50 articles.

1. Rational criterion for designing opening of slit-check dam;Armanini;J. Hydraul. Eng.,2001

2. Debris flow risk mitigation by the means of rigid and flexible barriers—experimental tests and impact analysis;Canelli;Nat. Hazards Earth Syst. Sci.,2012

3. Sabo check dams—mountain protection systems in Japan;Chanson;Int. J. River Basin Manag.,2004

4. Recent rainfall-induced landslides and debris flows in northern Taiwan;Chen;Geomorphology,2006

5. Calculating buried depth of transverse sills for the debris flow drainage groove with soft foundation;Chen;J. HeFei Univ. Technol.,2009
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