• norsk
    • English
  • English 
    • norsk
    • English
  • Login
View Item 
  •   Home
  • Øvrige samlinger
  • Publikasjoner fra CRIStin - NTNU
  • View Item
  •   Home
  • Øvrige samlinger
  • Publikasjoner fra CRIStin - NTNU
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Implementation of non-newtonian rheology for debris flow simulation with REEF3D

Fornes, Petter; Bihs, Hans; Thakur, Vikas Kumar Singh; Nordal, Steinar
Journal article
Published version
Thumbnail
View/Open
Fornes_IAHR-2017_rev.pdf (913.1Kb)
URI
http://hdl.handle.net/11250/2467166
Date
2017
Metadata
Show full item record
Collections
  • Institutt for bygg- og miljøteknikk [2875]
  • Institutt for havromsoperasjoner og byggteknikk [452]
  • Publikasjoner fra CRIStin - NTNU [21821]
Abstract
Landslides triggered by hydro-meteorological processes are a serious natural hazard in many areas of the world. The landslides of the debris flow type are often triggered by extreme precipitation events. These landslides are composed of water and poorly graded soil particles, and usually forms a dense flow. To predict the runout distance of such landslides and to design countermeasures to reduce their consequences, a solid understanding and description of the debris flow mechanism is essential. Debris flows are often modeled with depth-averaged models, which are fast to simulate. To better capture the physics of the problem, computational fluid dynamics (CFD) can be used. A non-Newtonian rheology for modelling the behavior of the dense fluid phase, representing fine solids suspended in water, is implemented in the open-source CFD code REEF3D. The three-dimensional numerical model employs the level set method for representing the free surface. This approach can handle the complex air-debris flow interface topology. The Reynolds-Averaged Navier-Stokes (RANS) equations are discretized with the fifth-order accurate Weighted Essentially Non-Oscillatory (WENO) scheme in space and with a third-order Runge-Kutta based fractional step scheme in time. The model behavior is validated through comparisons with laboratory model tests with slurry of water and fine grained soil.
Publisher
IAHR World Congress
Journal
Proceedings of the 37th IAHR World Congress

Contact Us | Send Feedback

Privacy policy
DSpace software copyright © 2002-2019  DuraSpace

Service from  Unit
 

 

Browse

ArchiveCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsDocument TypesJournalsThis CollectionBy Issue DateAuthorsTitlesSubjectsDocument TypesJournals

My Account

Login

Statistics

View Usage Statistics

Contact Us | Send Feedback

Privacy policy
DSpace software copyright © 2002-2019  DuraSpace

Service from  Unit