Abstract
Debris loading has been identified during several forensic engineering field surveys in the aftermath of the 2004 Indian Ocean and 2011 Tohoku Japan tsunamis as a critical design load. However, little research has addressed the assessment of debris loading hazards. The study presented herein examines the entrainment and transport of debris over a 1:10 sloped bed as well as over a flat, horizontal bed in tsunami-like conditions. The study was performed at a 1:50 scale and the debris was modelled as scaled-down shipping containers. The friction between the debris and the bed was varied by modifying the material installed on the slope as well as by covering the surface of the debris surface with materials with different degrees of friction. The debris-bed friction influenced the characteristics of the initial entrainment of the debris, which varied from sliding to rolling, depending on the magnitude of the static friction. This study also determined that the friction did not have a significant effect on the lateral spreading of the debris. However, a significant difference was observed in the case of the longitudinal displacement of debris (in the flow direction).
| Original language | English |
|---|---|
| Pages (from-to) | 241-255 |
| Number of pages | 15 |
| Journal | Coastal Engineering Journal |
| Volume | 61 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - 2019 Apr 3 |
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Keywords
- Debris
- debris motion
- extreme hydrodynamic events
- floods
- object tracking
- tsunamis
ASJC Scopus subject areas
- Civil and Structural Engineering
- Modelling and Simulation
- Ocean Engineering
Cite this
Debris transport over a sloped surface in tsunami-like flow conditions. / Stolle, Jacob; Takabatake, Tomoyuki; Hamano, Go; Ishii, Hidenori; Iimura, Kotaro; Shibayama, Tomoya; Nistor, Ioan; Goseberg, Nils; Petriu, Emil.
In: Coastal Engineering Journal, Vol. 61, No. 2, 03.04.2019, p. 241-255.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Debris transport over a sloped surface in tsunami-like flow conditions
AU - Stolle, Jacob
AU - Takabatake, Tomoyuki
AU - Hamano, Go
AU - Ishii, Hidenori
AU - Iimura, Kotaro
AU - Shibayama, Tomoya
AU - Nistor, Ioan
AU - Goseberg, Nils
AU - Petriu, Emil
PY - 2019/4/3
Y1 - 2019/4/3
N2 - Debris loading has been identified during several forensic engineering field surveys in the aftermath of the 2004 Indian Ocean and 2011 Tohoku Japan tsunamis as a critical design load. However, little research has addressed the assessment of debris loading hazards. The study presented herein examines the entrainment and transport of debris over a 1:10 sloped bed as well as over a flat, horizontal bed in tsunami-like conditions. The study was performed at a 1:50 scale and the debris was modelled as scaled-down shipping containers. The friction between the debris and the bed was varied by modifying the material installed on the slope as well as by covering the surface of the debris surface with materials with different degrees of friction. The debris-bed friction influenced the characteristics of the initial entrainment of the debris, which varied from sliding to rolling, depending on the magnitude of the static friction. This study also determined that the friction did not have a significant effect on the lateral spreading of the debris. However, a significant difference was observed in the case of the longitudinal displacement of debris (in the flow direction).
AB - Debris loading has been identified during several forensic engineering field surveys in the aftermath of the 2004 Indian Ocean and 2011 Tohoku Japan tsunamis as a critical design load. However, little research has addressed the assessment of debris loading hazards. The study presented herein examines the entrainment and transport of debris over a 1:10 sloped bed as well as over a flat, horizontal bed in tsunami-like conditions. The study was performed at a 1:50 scale and the debris was modelled as scaled-down shipping containers. The friction between the debris and the bed was varied by modifying the material installed on the slope as well as by covering the surface of the debris surface with materials with different degrees of friction. The debris-bed friction influenced the characteristics of the initial entrainment of the debris, which varied from sliding to rolling, depending on the magnitude of the static friction. This study also determined that the friction did not have a significant effect on the lateral spreading of the debris. However, a significant difference was observed in the case of the longitudinal displacement of debris (in the flow direction).
KW - Debris
KW - debris motion
KW - extreme hydrodynamic events
KW - floods
KW - object tracking
KW - tsunamis
UR - http://www.scopus.com/inward/record.url?scp=85065535230&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85065535230&partnerID=8YFLogxK
U2 - 10.1080/21664250.2019.1586288
DO - 10.1080/21664250.2019.1586288
M3 - Article
AN - SCOPUS:85065535230
VL - 61
SP - 241
EP - 255
JO - Coastal Engineering in Japan
JF - Coastal Engineering in Japan
SN - 0578-5634
IS - 2
ER -