SPH-based numerical investigation of mudflow and other complex fluid flow interactions with structures
The understanding of mudflow-structure interactions and debris-flow structure interactions is of paramount importance for the rational design of technical countermeasures. However, to date, only a limited number of studies have investigated this subject. We propose here a numerical approach to this...
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Published in | Computational geosciences Vol. 11; no. 4; pp. 297 - 306 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Dordrecht
Springer Nature B.V
01.12.2007
Springer Verlag |
Subjects | |
Online Access | Get full text |
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Summary: | The understanding of mudflow-structure interactions and debris-flow structure interactions is of paramount importance for the rational design of technical countermeasures. However, to date, only a limited number of studies have investigated this subject. We propose here a numerical approach to this topic using a 2D vertical numerical model based on the smoothed particle hydrodynamics (SPH) method. First, we will test the capacity of the model to simulate unsteady free-surface flows of water and viscoplastic fluid in comparison to laboratory experiments. Then, we will use it prospectively, based on a series of simulations of Bingham fluid free-surface propagations, to determine the momentum reduction resulting from the presence of a simple obstacle perpendicular to the direction of propagation and to determine the characteristics of stresses applied to this obstacle in terms of peak pressure and evolution over time.[PUBLICATION ABSTRACT] |
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Bibliography: | SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 14 ObjectType-Article-2 content type line 23 |
ISSN: | 1420-0597 1573-1499 |
DOI: | 10.1007/s10596-007-9053-y |