0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Prediction of Floods Caused by Landslide Dam Collapse

Author(s):




Medium: journal article
Language(s): English
Published in: Journal of Disaster Research, , n. 3, v. 5
Page(s): 288-295
DOI: 10.20965/jdr.2010.p0288
Abstract:

Landslide dam formation and deformation strongly affect water and sediment runoff. When a large-scale landslide dam collapses due to overflow erosion, peak flood discharge may exceed inflow discharge by several times. Such an abrupt flow discharge increase by a dam burst may cause serious damage downstream. We propose a one-dimensional model for river-bed variation and flood runoff consisting of a two-layer model for immature debris flow and a bank erosion model. We applied this model to the Nonoo landslide dam in Japan’s Miyazaki Prefecture, formed by typhoon Nabi in September 2005, and China’s Tangjiashan landslide dam formed in the Wenchuan earthquake in May 2008. The model reproduces the observed flood runoff processes in the two areas. Calculated results suggest that peak flood discharge diminishes when water accumulating behind the landslide dam is small, and excavating the landslide dam crown effectively reduces flood discharge.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.20965/jdr.2010.p0288.
  • About this
    data sheet
  • Reference-ID
    10684976
  • Published on:
    21/06/2022
  • Last updated on:
    18/09/2022
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine