|
|
|
|
LEADER |
02718nam a2200493Ia 4500 |
001 |
10.3390-w14091369 |
008 |
220706s2022 CNT 000 0 und d |
020 |
|
|
|a 20734441 (ISSN)
|
245 |
1 |
0 |
|a A Quasi-Single-Phase Model for Debris Flows Incorporating Non-Newtonian Fluid Behavior
|
260 |
|
0 |
|b MDPI
|c 2022
|
856 |
|
|
|z View Fulltext in Publisher
|u https://doi.org/10.3390/w14091369
|
520 |
3 |
|
|a Debris-flow modeling is a great challenge due to its complex physical mechanism that remains poorly understood. The present research incorporates the effect of rheological features of the non-Newtonian fluid into the complete quasi-single-phase mixture model, which explicitly accommodates the interactions between flow, non-uniform sediment transport, and bed evolution. The effect of rheological features is estimated by Hersch–Bulkley–Papanastasiou model that can be simplified to Bingham or Newtonian models with specific coefficients. The governing equations are solved by a fully conservative numerical algorithm, using an explicit finite volume discretization with well-balanced slope-limited centered scheme combined with an implicit discretization method. One set of large-scaled U.S. Geological Survey debris-flow experiments is applied to investigate the influence of the non-Newtonian fluid on debris-flow modeling. It is found that the present model closed by Hersch–Bulkley–Papanastasiou model performs better than the models without considering effect of rheological features, which may facilitate the development of quasi-single-phase mixture modeling for debris flows. © 2022 by the authors. Licensee MDPI, Basel, Switzerland.
|
650 |
0 |
4 |
|a Debris
|
650 |
0 |
4 |
|a Debris flow modelling
|
650 |
0 |
4 |
|a debris flows
|
650 |
0 |
4 |
|a Debris flows
|
650 |
0 |
4 |
|a Discrete event simulation
|
650 |
0 |
4 |
|a effective viscosity
|
650 |
0 |
4 |
|a Effective viscosity
|
650 |
0 |
4 |
|a Finite volume method
|
650 |
0 |
4 |
|a Flow control
|
650 |
0 |
4 |
|a Flow measurement
|
650 |
0 |
4 |
|a Flow simulation
|
650 |
0 |
4 |
|a Mixture modeling
|
650 |
0 |
4 |
|a Mixtures
|
650 |
0 |
4 |
|a Non Newtonian flow
|
650 |
0 |
4 |
|a Non Newtonian liquids
|
650 |
0 |
4 |
|a non-Newtonian fluid
|
650 |
0 |
4 |
|a Numerical methods
|
650 |
0 |
4 |
|a numerical modeling
|
650 |
0 |
4 |
|a Papanastasiou model
|
650 |
0 |
4 |
|a Phase mixture
|
650 |
0 |
4 |
|a Physical mechanism
|
650 |
0 |
4 |
|a Quasi single phase modeling
|
650 |
0 |
4 |
|a quasi-single-phase mixture model
|
650 |
0 |
4 |
|a Quasi-single-phase mixture model
|
650 |
0 |
4 |
|a Rheology
|
650 |
0 |
4 |
|a Sediment transport
|
650 |
0 |
4 |
|a Single phasis
|
650 |
0 |
4 |
|a Transport properties
|
650 |
0 |
4 |
|a Viscous flow
|
700 |
1 |
0 |
|a Tian, H.
|e author
|
700 |
1 |
0 |
|a Xia, C.
|e author
|
773 |
|
|
|t Water (Switzerland)
|