Negatively Buoyant Debris Impact under Tsunami-Like Flows

Debris impact on critical infrastructure is a major cause of destruction during tsunami events. While the loading of positively buoyant debris (debris with a density lower than water) has been well researched, to the author’s knowledge, few studies have focused on the impact of negatively buoyant debris (debris with a density higher than water). To address this knowledge gap, this paper presents the results of an experimental program investigating the impact of negatively buoyant debris on a structure using a dam-break wave. Spherical debris scaled down to a 1:60 ratio was entrained by a bore wave to impact a cylindrical structure. The final velocity of negatively buoyant debris was shown to be lower than the bore front velocity, with a relative velocity decreasing with increasing density. The Stokes number of the debris was found to be a good parameter to approximate this relative speed. For the calculation of the impact force, a single-degree-of-freedom equation based on the contact stiffness model was found to be a good fit for the experimental data. However, this fit can be improved by incorporating an extra parameter dependent on the density and diameter of the debris.

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Publication Details

Journal
Journal of Waterway Port Coastal and Ocean Engineering
Published
2025-07-16
DOI
https://doi.org/10.1061/jwped5.wweng-2240
Primary Topic
Earthquake and Tsunami Effects
Type
article
Field-Weighted Citation Impact
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article

Negatively Buoyant Debris Impact under Tsunami-Like Flows

Jacob Stolle, Damien Pham Van Bang, Jaril Deschamps
Journal of Waterway Port Coastal and Ocean Engineering
Earthquake and Tsunami Effects
article

Negatively Buoyant Debris Impact under Tsunami-Like Flows

Jacob Stolle, Damien Pham Van Bang, Jaril Deschamps
article en

Abstract

Debris impact on critical infrastructure is a major cause of destruction during tsunami events. While the loading of positively buoyant debris (debris with a density lower than water) has been well researched, to the author’s knowledge, few studies have focused on the impact of negatively buoyant debris (debris with a density higher than water). To address this knowledge gap, this paper presents the results of an experimental program investigating the impact of negatively buoyant debris on a structure using a dam-break wave. Spherical debris scaled down to a 1:60 ratio was entrained by a bore wave to impact a cylindrical structure. The final velocity of negatively buoyant debris was shown to be lower than the bore front velocity, with a relative velocity decreasing with increasing density. The Stokes number of the debris was found to be a good parameter to approximate this relative speed. For the calculation of the impact force, a single-degree-of-freedom equation based on the contact stiffness model was found to be a good fit for the experimental data. However, this fit can be improved by incorporating an extra parameter dependent on the density and diameter of the debris.

Journal of Waterway Port Coastal and Ocean EngineeringVol. 151(6)
University of Hawaiʻi at Mānoa (US), Université du Québec à Montréal (CA), Institut National de la Recherche Scientifique (CA), Centre National pour la Recherche Scientifique et Technique (CNRST) (MA)
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Earthquake and Tsunami Effects
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