TY - JOUR
T1 - Experimental investigation of debris-induced loading in tsunami-like flood events
AU - Stolle, Jacob
AU - Takabatake, Tomoyuki
AU - Mikami, Takahito
AU - Shibayama, Tomoya
AU - Goseberg, Nils
AU - Nistor, Ioan
AU - Petriu, Emil
N1 - Funding Information:
Acknowledgments: The authors are acknowledging the support of the NSERC CGS-D Scholarship (Jacob Stolle), of the NSERC Discovery Grant (No. 210282) (Ioan Nistor), the Marie Curie International Outgoing Fellowship within the 7th European Community Framework Program (No. 622214) (Nils Goseberg), and the Strategic Research Foundation Grant-aided Project for Private Universities from the Japanese Ministry of Education, Culture, Sports, Science and Technology (No. S1311028) (Tomoya Shibayama). The authors would also like to thank the students of the Department of Civil and Environmental Engineering at Waseda University, Tokyo, Japan, for their help in the experimental research (Shinsaku Nishizaki, Go Hamano, and Hidenori Ishii).
Publisher Copyright:
© 2017 by the authors.
PY - 2017/9
Y1 - 2017/9
N2 - Debris loads during flood events have been well-documented by forensic engineering field surveys of affected communities. Research has primarily focused on debris impact loading and less emphasis has been placed into quantifying the loads and effects associated with debris damming, which occurs when solid objects accumulate at the front of structures. The formation of the debris dam has been shown to results in increased drag forces, backwater rise, and flow accelerations which can influence the stability of the structure. This study examined the formation of a debris dam in steady-state conditions of debris common to flood-prone communities. The study determined that the hydraulic conditions, in particular flow velocity, influenced the formation of the debris dam. Additionally, the study examined the influence of the blockage ratio on the backwater rise as well as the drag coefficient.
AB - Debris loads during flood events have been well-documented by forensic engineering field surveys of affected communities. Research has primarily focused on debris impact loading and less emphasis has been placed into quantifying the loads and effects associated with debris damming, which occurs when solid objects accumulate at the front of structures. The formation of the debris dam has been shown to results in increased drag forces, backwater rise, and flow accelerations which can influence the stability of the structure. This study examined the formation of a debris dam in steady-state conditions of debris common to flood-prone communities. The study determined that the hydraulic conditions, in particular flow velocity, influenced the formation of the debris dam. Additionally, the study examined the influence of the blockage ratio on the backwater rise as well as the drag coefficient.
KW - Coastal engineering
KW - Debris damming
KW - Debris loads
KW - Floods
KW - Natural disaster
KW - Steady-state
KW - Tsunami
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U2 - 10.3390/geosciences7030074
DO - 10.3390/geosciences7030074
M3 - Article
AN - SCOPUS:85028752506
SN - 2076-3263
VL - 7
JO - Geosciences (Switzerland)
JF - Geosciences (Switzerland)
IS - 3
M1 - 74
ER -