Chapter
Jul 11, 2017
Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015

Flood-Induced Debris Dynamics over a Horizontal Surface

Publication: Coastal Structures and Solutions to Coastal Disasters 2015: Tsunamis

ABSTRACT

This paper reports on an experimental test program investigating the motion and entrainment of flow-entrained debris. The motion of debris in large scale hydraulic events can cause severe damage to the impacted communities: the dynamic characteristics of the debris’ motion is crucial in identifying high-risk areas in affected communities. Determining the motion of flow-entrained debris has been historically difficult to quantify as many traditional techniques, such as post-mortem site assessment, cannot provide sufficient information about the kinematic and environmental conditions that affect the debris motion. This paper presents a novel non-invasive system for tracking the 6 degrees-of-freedom debris motion. The experiments examined the effect of various debris configurations on their entrainment as well as their overall motion. Using video footage, the debris entrainment mechanisms and surrounding flow features common to all experiments were examined and using this tracking system, the motion of the debris was accurately tracked and further used to validate other debris spreading observed in real field conditions.

Get full access to this article

View all available purchase options and get full access to this chapter.

ACKNOWLEDGEMENTS

The authors gratefully acknowledge the access to the new Tsunami Wave Basin provided by colleagues at Waseda University in Tokyo, Japan. J. Stolle would also like to acknowledge the Faculty of Graduate and Post-Doctoral Studies (FGPS) at the University of Ottawa for providing funding for the attend and present the paper at the conference. N. Goseberg acknowledges that this research was supported by a Marie Curie International Outgoing Fellowship within the 7th European Community Framework Program. I. Nistor acknowledges that this research was supported by the Kajima Foundation, Japan. T. Shibayama acknowledges that this experiment was supported by a Strategic Research Foundation Grant-aided Project for Private Universities (No. S1311028) from Japanese Ministry of Education, Culture, Sport, Science and Technology.

REFERENCES

Aghl, P.P., Naito, C., Riggs, H., 2015. Estimation of demands resulting from inelastic axial impact of steel debris. Engineering Structures 82, 11–21.
Arnason, H., Petroff, C., Yeh, H., 2009. Tsunami bore impingement onto a vertical column. Journal of Disaster Research 4, 391–403.
Bremm, G.C., Goseberg, N., Schlurmann, T., Nistor, I., 2015. Long Wave Flow Interaction with a Single Square Structure on a Sloping Beach. Journal of Marine Science and Engineering 3, 821–844.
Charvet, I., Suppasri, A., Imamura, F., 2014. Empirical fragility analysis of building damage caused by the 2011 Great East Japan tsunami in Ishinomaki city using ordinal regression, and influence of key geographical features. Stochastic Environmental Research and Risk Assessment 28, 1853–1867.
Chinnarasri, C., Thanasisathit, N., Ruangrassamee, A., Weesakul, S., Lukkunaprasit, P., 2013. The impact of tsunami-induced bores on buildings. Proceedings of the Institution of Civil Engineers: Maritime Engineering 166, 14–24.
Chock, G., Robertson, I., Kriebel, D., Francis, M., Nistor, I., 2013. Tohoku Japan Tsunami of March 11, 2011 –Performance of Structures under Tsunami Loads. ASCE/SEI Report.
Cox, D., Tomita, T., Lynett, P., Holman, R., 2008. Tsunami inundation with macroroughness in the constructed environment, in: Proc.31stInternationalConference Coastal Engineering, ASCE. World Scientific, pp. 1421–1432.
Goseberg, N., 2013. Reduction of maximum tsunami run-up due to the interaction with beachfront development–application of single sinusoidal waves. Natural Hazards and Earth System Science 13, 2991–3010.
Goseberg, N., Schlurmann, T., 2014. Non-stationary flow around buildings during run-up of tsunami waves on a plain beach. Coastal Engineering Proceedings 1, 21.
Goseberg, N., Wurpts, A., Schlurmann, T., 2013. Laboratory-scale generation of tsunami and long waves. Coastal Engineering 79, 57–74.
Imamura, F., Goto, K., Ohkubo, S., 2008. A numerical model for the transport of a boulder by tsunami. Journal of Geophysical Research: Oceans (1978–2012) 113.
Madsen, P.A., Fuhrman, D.R., Schäffer, H.A., 2008. On the solitary wave paradigm for tsunamis. Journal of Geophysical Research: Oceans 113.
Matsutomi, H., 2009. Method for estimating collision force of driftwood accompanying tsunami inundation flow. Journal of Disaster Research 4, 435–440.
Matsutomi, H., Fujii, M., Yamaguchi, T., 2008. Experiments and development of a model on the inundated flow with floating bodies. Coastal Engineering 1458–1470.
Munk, W.H., 1949. The Solitary Wave Theory and Its Application to Surf Problems. Annals of the New York Academy of Sciences 51, 376–424.
Naito, C., Cercone, C., Riggs, H.R., Cox, D., 2014. Procedure for site assessment of the potential for tsunami debris impact. Journal of Waterway, Port, Coastal and Ocean Engineering 140, 223–232.
Nouri, Y., Nistor, I., Palermo, D., Cornett, A., 2010. Experimental investigation of tsunami impact on free standing structures. Coastal Engineering Journal 52, 43–70.
Ramsden, J.D., 1996. Forces on a vertical wall due to long waves, bores, and dry-bed surges. Journal of waterway, port, coastal, and ocean engineering 122, 134–141.
Rueben, M., Cox, D., Holman, R., Shin, S., Stanley, J., 2014. Optical Measurements of Tsunami Inundation and Debris Movement in a Large-Scale Wave Basin. Journal of Waterway, Port, Coastal, and Ocean Engineering 141.
Seiffert, B., Hayatdavoodi, M., Ertekin, R.C., 2014. Experiments and computations of solitary-wave forces on a coastal-bridge deck. Part I: Flat Plate. Coastal Engineering 88, 194–209.
Yao, Y., Huang, Z., Lo, E.Y., Shen, H.-T., 2014. A preliminary laboratory study of motion of floating debris generated by solitary waves running up a beach. Journal of Earthquake and Tsunami 8.
Yeh, H., Barbosa, A.R., Ko, H., Cawley, J.G., 2014. TSUNAMI LOADINGS ON STRUCTURES: REVIEW AND ANALYSIS. Coastal Engineering Proceedings 1, currents–4.

Information & Authors

Information

Published In

Go to Coastal Structures and Solutions to Coastal Disasters 2015
Coastal Structures and Solutions to Coastal Disasters 2015: Tsunamis
Pages: 54 - 64
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8031-1

History

Published online: Jul 11, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, Canada; E-mail: [email protected]
Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, Canada; E-mail: [email protected]
N. Goseberg [email protected]
Leibniz Univ. of Hannover, Germany and Univ. of Ottawa, Canada; E-mail: [email protected]
International Center for Science and Engineering Programs, Waseda Univ. Tokyo, Japan; E-mail: [email protected]
T. Shibayama [email protected]
Dept. of Civil and Environmental Engineering, Waseda Univ. Tokyo, Japan; E-mail: [email protected]
R. Nakamura [email protected]
Dept. of Civil and Environmental Engineering, Waseda Univ. Tokyo, Japan; E-mail: [email protected]
Dept. of Civil and Environmental Engineering, Waseda Univ. Tokyo, Japan; E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$80.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$80.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share