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contributor authorNaveed Ul Hassan Bhat
contributor authorGourabananda Pahar
date accessioned2024-04-27T22:50:32Z
date available2024-04-27T22:50:32Z
date issued2024/05/01
identifier other10.1061-JHEND8.HYENG-13697.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297636
description abstractA novel coupled approach to modeling various stages of waves generated by different types of landslides (e.g., subaerial to submerged) through divergence-free incompressible smoothed particle hydrodynamics (ISPH) was developed in this study. In this approach, coexisting fluid and granular modules interact with each other through an interaction force pair, which necessitates the accurate transfer of information related to the fluid stress tensor and velocity vectors of the complementary module. A support domain centering each particle of both phases along with specific corrective treatments caters to the averaging of information from the complementary module. The model was tested against three scenarios (with limiting criteria such as suspended load transport and hindrance to porosity conceptualization) ranging from subaerial to submerged granular slides and resulting water surface fluctuations.
publisherASCE
titleCoupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged
typeJournal Article
journal volume150
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/JHEND8.HYENG-13697
journal fristpage04024009-1
journal lastpage04024009-15
page15
treeJournal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 003
contenttypeFulltext


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