Details
Originalsprache | Englisch |
---|---|
Aufsatznummer | 1750011 |
Fachzeitschrift | Coastal engineering journal |
Jahrgang | 59 |
Ausgabenummer | 3 |
Publikationsstatus | Veröffentlicht - 1 Sept. 2017 |
Abstract
An experimental study was performed to examine multiple debris entrainment and transport in tsunami-like flow conditions. The study was performed in the Tsunami Wave Basin at Waseda University. The wave basin used a falling-head driven elongated solitary wave that broke at the edge of a horizontal apron to generate a tsunami-like surge. The debris, modeled as scaled-down (1:40 length scale) 20-foot standard shipping containers, was placed on the horizontal apron. The debris was tracked using a camera-based object tracking algorithm. The study examined the effect of the debris configuration, the number of debris, and orientation of debris on the entrainment and transport within the inundating surge. In examining the transport of multiple debris, the debris tended to be transported within the surge as an agglomeration. Using a previously derived model of debris transport, the study determined experimentally derived coefficients to explain the difference in debris transport between various configurations.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Mathematik (insg.)
- Modellierung und Simulation
- Ingenieurwesen (insg.)
- Meerestechnik
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in: Coastal engineering journal, Jahrgang 59, Nr. 3, 1750011, 01.09.2017.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Entrainment and Transport Dynamics of Shipping Containers in Extreme Hydrodynamic Conditions
AU - Stolle, Jacob
AU - Nistor, Ioan
AU - Goseberg, Nils
AU - Mikami, Takahito
AU - Shibayama, Tomoya
PY - 2017/9/1
Y1 - 2017/9/1
N2 - An experimental study was performed to examine multiple debris entrainment and transport in tsunami-like flow conditions. The study was performed in the Tsunami Wave Basin at Waseda University. The wave basin used a falling-head driven elongated solitary wave that broke at the edge of a horizontal apron to generate a tsunami-like surge. The debris, modeled as scaled-down (1:40 length scale) 20-foot standard shipping containers, was placed on the horizontal apron. The debris was tracked using a camera-based object tracking algorithm. The study examined the effect of the debris configuration, the number of debris, and orientation of debris on the entrainment and transport within the inundating surge. In examining the transport of multiple debris, the debris tended to be transported within the surge as an agglomeration. Using a previously derived model of debris transport, the study determined experimentally derived coefficients to explain the difference in debris transport between various configurations.
AB - An experimental study was performed to examine multiple debris entrainment and transport in tsunami-like flow conditions. The study was performed in the Tsunami Wave Basin at Waseda University. The wave basin used a falling-head driven elongated solitary wave that broke at the edge of a horizontal apron to generate a tsunami-like surge. The debris, modeled as scaled-down (1:40 length scale) 20-foot standard shipping containers, was placed on the horizontal apron. The debris was tracked using a camera-based object tracking algorithm. The study examined the effect of the debris configuration, the number of debris, and orientation of debris on the entrainment and transport within the inundating surge. In examining the transport of multiple debris, the debris tended to be transported within the surge as an agglomeration. Using a previously derived model of debris transport, the study determined experimentally derived coefficients to explain the difference in debris transport between various configurations.
KW - coastal engineering
KW - debris dynamics
KW - Debris transport
KW - object tracking
KW - tsunami
UR - http://www.scopus.com/inward/record.url?scp=85018796187&partnerID=8YFLogxK
U2 - 10.1142/S0578563417500115
DO - 10.1142/S0578563417500115
M3 - Article
AN - SCOPUS:85018796187
VL - 59
JO - Coastal engineering journal
JF - Coastal engineering journal
SN - 2166-4250
IS - 3
M1 - 1750011
ER -