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La Chica, J., Pastor Pérez, Manuel Tomás ORCID: https://orcid.org/0000-0001-8080-0013, Martín Stickle, Miguel
ORCID: https://orcid.org/0000-0001-7591-418X, Yagüe Hernán, Ángel
ORCID: https://orcid.org/0000-0002-3290-9433, Manzanal Milano, Diego Guillermo, Moussavi Tayyebi, Saeid, Molinos Pérez, Miguel, Mira, P. and Krušić, J.
(2019).
Application of Two SPH Models to the Tate's Cairn Debris Flow.
In: "30th Alliance of Laboratories in Europe for Research and Technology (ALERT) Workshop", 30/09 – 02/10, 2019, Aussois, France. ISBN 978-2-9561359-5-1. pp. 24-25.
Title: | Application of Two SPH Models to the Tate's Cairn Debris Flow |
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Author/s: |
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Item Type: | Presentation at Congress or Conference (Poster) |
Event Title: | 30th Alliance of Laboratories in Europe for Research and Technology (ALERT) Workshop |
Event Dates: | 30/09 – 02/10, 2019 |
Event Location: | Aussois, France |
Title of Book: | 30th ALERT Workshop – Poster Session |
Date: | 2 October 2019 |
ISBN: | 978-2-9561359-5-1 |
Subjects: | |
Freetext Keywords: | Debris Flow, One-Phase SPH, Two-Phase SPH |
Faculty: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
Department: | Matemática e Informática Aplicadas a la Ingenierías Civil y Naval |
Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
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Mathematical and numerical modelling for the debris flow propagation from initiation to deposit in the run-out zones is not an easy task due to the complexity of the phenomenon yielding a system of time-dependent non-linear hyperbolic equations. In this study, two different depth-integrated mathematical models for debris flows are considered. The first one is a basic one-phase Voellmyviscous model. The second one is the two-phase approach proposed by Pastor and co-workers in 2017, based on the work of Pitman and Le in 2005. These mathematical models are numerically solved by the Smoothed Particle Hydrodynamics (SPH) technique.In order to assess the performance of each SPH model, both are applied to the Tate’s Cairn debris flow that took place in Hong Kong in 2000 after an intense rainfall. The influence of different physical parameters (Voellmy coefficient, erosion coefficient, angle of internal friction) is analyzed in both models.
Item ID: | 67215 |
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DC Identifier: | https://oa.upm.es/67215/ |
OAI Identifier: | oai:oa.upm.es:67215 |
Official URL: | https://short.upm.es/7xp44 |
Deposited by: | Memoria Investigacion |
Deposited on: | 25 May 2021 17:01 |
Last Modified: | 25 May 2021 17:02 |