Technical Papers
Nov 8, 2017

Probabilistic Investigation and Risk Assessment of Debris Transport in Extreme Hydrodynamic Conditions

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 144, Issue 1

Abstract

Recent extreme hydrodynamic events, such as the 2004 Indian Ocean Tsunami, 2005 Hurricane Katrina, and 2013 Typhoon Haiyan, have indicated the vulnerability of coastal communities. As a result, emphasis has been placed on understanding and developing methods of assessing the potential loads associated with these extreme events. The majority of research has focused on assessing the risk of hydrodynamic loads; however, little research has gone into assessing the potential for debris loading. The following study aimed to address the trajectory of debris within extreme hydrodynamic conditions to aid in the assessment of risk for debris loading. Laboratory experiments were performed using a dam-break wave as the hydrodynamic forcing condition. The trajectory and velocity of the debris were examined to determine the statistical characteristics of the debris motion. The study showed that the lateral displacement of the debris can be evaluated using a normal distribution, and the velocity of the debris can be conservatively modeled as the wave front velocity.

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Acknowledgments

The authors acknowledge the support of the Natural Sciences and Engineering Research Council of Canada (NSERC) CGS-D Scholarship (Jacob Stolle), the NSERC Discovery Grant (No. 210282) (Ioan Nistor), and the Marie Curie International Outgoing Fellowship within the 7th European Community Framework Program (No. 622214) (Nils Goseberg).

References

Agarwal, J., Blockley, D., and Woodman, N. (2001). “Vulnerability of systems.” Civ. Eng. Syst., 18(2), 141–165.
Al-Faesly, T., Palermo, D., Nistor, I., and Cornett, A. (2012). “Experimental modeling of extreme hydrodynamic forces on structural models.” Int. J. Protective Struct., 3(4), 477–506.
ASCE. (2016). Minimum design loads for buildings and other structures, Reston, VA.
Baldock, T., Peiris, D., and Hogg, A. (2012). “Overtopping of solitary waves and solitary bores on a plane beach.” Proc. R. Soc. A, 468(2147), 3494–3516.
Birkmann, J., et al. (2013). “Framing vulnerability, risk and societal responses: The MOVE framework.” Nat. Hazards, 67(2), 193–211.
Bloks, R. H. (1996). “The IEEE-1394 high speed serial bus.” Philips J. Res., 50(1), 209–216.
Bocchiola, D., Rulli, M., and Rosso, R. (2006). “Transport of large woody debris in the presence of obstacles.” Geomorphol., 76(1–2), 166–178.
Bocchiola, D., Rulli, M., and Rosso, R. (2008). “A flume experiment on the formation of wood jams in rivers.” Water Resour. Res., 44(2), W02408.
Borrero, J. C., Sieh, K., Chlieh, M., and Synolakis, C. E. (2006). “Tsunami inundation modeling for western Sumatra.” Proc. Nat. Acad. Sci., 103(52), 19673–19677.
Box, G. E. (1953). “Non-normality and tests on variances.” Biometrika, 40(3/4), 318–335.
Braudrick, C. A., and Grant, G. E. (2000). “When do logs move in rivers?” Water Resour. Res., 36(2), 571–583.
Bricker, J. D., Gibson, S., Takagi, H., and Imamura, F. (2015). “On the need for larger Manning’s roughness coefficients in depth-integrated tsunami inundation models.” Coastal Eng. J., 57(2), 1550005.
CEN (European Committee for Standardization). (2006). “Actions on structures.” Eurocode 1, Brussels, Belgium.
Chanson, H. (2005). Applications of the Saint-Venant equations and method of characteristics to the dam break wave problem, Report CH55/05, Department of Civil Engineering, Univ. of Queensland.
Chanson, H. (2006). “Tsunami surges on dry coastal plains: Application of dam break wave equations.” Coastal Eng. J., 48(4), 355–370.
Charvet, I., Suppasri, A., and 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 Environ. Res. Risk Assess., 28(7), 1853–1867.
Charvet, I., Suppasri, A., Kimura, H., Sugawara, D., and Imamura, F. (2015). “A multivariate generalized linear tsunami fragility model for Kesennuma City based on maximum flow depths, velocities and debris impact, with evaluation of predictive accuracy.” Nat. Hazards, 79(3), 2073–2099.
Chock, G. Y. (2016). “Design for tsunami loads and effects in the ASCE 7-16 standard.” J. Struct. Eng., 04016093.
CSA (Canadian Standard Association). (2006). Canadian highway bridge design code, Rexdale, ON, Canada.
Feizi Khankandi, A., Tahershamsi, A., and Soares-Frazão, S. (2012). “Experimental investigation of reservoir geometry effect on dam-break flow.” J. Hydraul. Res., 50(4), 376–387.
FEMA. (2012). “Guidelines for design of structure for vertical evacuation from tsunamis.” P646, Washington, DC.
GDV. (2003). “Cargo loss prevention information from German marine insurers.” Container handbook, Gesamtverband der Deutschen Versicherungswirtschaft e.V., Berlin.
Ghobarah, A., Saatcioglu, M., and Nistor, I. (2006). “The impact of the 26 December 2004 earthquake and tsunami on structures and infrastructure.” Eng. Struct., 28(2), 312–326.
Goseberg, N., Stolle, J., Nistor, I., and Shibayama, T. (2016). “Experimental analysis of debris motion due the obstruction from fixed obstacles in tsunami-like flow conditions.” Coastal Eng., 118, 35–49.
Gupta, A. K., and Nadarajah, S. (2004). Handbook of beta distribution and its applications, CRC Press, Boca Raton, FL.
Haehnel, R. B., and Daly, S. F. (2004). “Maximum impact force of woody debris on floodplain structures.” J. Hydraul. Eng., 112–120.
Hatzikyriakou, A., and Lin, N. (2017). “Impact of performance interdependencies on structural vulnerability: A systems perspective of storm surge risk to coastal residential communities.” Reliab. Eng. Syst. Saf., 158, 106–116.
Hughes, S. A. (1993). Physical models and laboratory techniques in coastal engineering, World Scientific, Singapore.
Ikeno, M., Takabatake, D., Kihara, N., Kaida, H., Miyagawa, Y., and Shibayama, A. (2016). “Improvement of collision force formula for woody debris by airborne and hydraulic experiments.” Coastal Eng. J., 58(4), 1640022.
Imamura, F., Goto, K., and Ohkubo, S. (2008). “A numerical model for the transport of a boulder by tsunami.” J. Geophys. Res.: Oceans, 113(C1), C01008.
IPCC (Intergovernmental Panel on Climate Change). (2014). Climate change 2014–Impacts, adaptation and vulnerability: Regional aspects, Cambridge University Press, Cambridge, U.K.
Jánosi, I. M., Jan, D., Szabó, K. G., and Tél, T. (2004). “Turbulent drag reduction in dam-break flows.” Exp. Fluids, 37(2), 219–229.
Jasper, K., Gurtz, J., and Lang, H. (2002). “Advanced flood forecasting in Alpine watersheds by coupling meteorological observations and forecasts with a distributed hydrological model.” J. Hydrol., 267(1–2), 40–52.
Knorr, W., and Kutzner, F. (2008). EcoTransIT: Ecological transport information tool—Environmental method and data, IFEU Heidelberg, Heidelberg, Germany.
Lauber, G., and Hager, W. H. (1998). “Experiments to dambreak wave: Horizontal channel.” J. Hydraul. Res., 36(3), 291–307.
Lin, N., and Vanmarcke, E. (2010). “Windborne debris risk analysis—Part I. Introduction and methodology.” Wind Struct., 13(2), 191–206.
Madsen, P. A., Fuhrman, D. R., and Schaeffer, H. A. (2008). “On the solitary wave paradigm for tsunamis.” J. Geophys. Res.: Oceans, 113(C12), C12012.
Malhotra, M., and Subramanian, R. (1994). Textbook in applied mechanics, New Age International, New Delhi, India.
Matsutomi, H. (2009). “Method for estimating collision force of driftwood accompanying tsunami inundation flow.” J. Disaster Res., 4(6), 435–440.
Matsutomi, H., Fujii, M., and Yamaguchi, T. (2008). “Experiments and development of a model on the inundated flow with floating bodies.” Proc., Coastal Engineering, 54, JSCE, 226–230.
Mazda, Y., Magi, M., Kogo, M., and Hong, P. N. (1997). “Mangroves as a coastal protection from waves in the Tong King delta, Vietnam.” Mangroves Salt Marshes, 1(2), 127–135.
McGranahan, G., Balk, D., and Anderson, B. (2007). “The rising tide: Assessing the risks of climate change and human settlements in low elevation coastal zones.” Environ. Uurbanization, 19(1), 17–37.
Naito, C., Cercone, C., Riggs, H. R., and Cox, D. (2014). “Procedure for site assessment of the potential for tsunami debris impact.” J. Waterway, Port, Coastal, Ocean Eng., 223–232.
Nicholls, R. J. (2004). “Coastal flooding and wetland loss in the 21st century: Changes under the SRES climate and socio-economic scenarios.” Global Environ. Change, 14(1), 69–86.
Nistor, I., et al. (2017a). “Experimental investigations of debris dynamics over a horizontal plane.” J. Waterway, Port, Coastal, Ocean Eng., 04016022.
Nistor, I., Goseberg, N., and Stolle, J. (2017b). “Tsunami-driven debris motion and loads: A critical review.” Front. Built Environ., 3, 2.
Okada, T., Sugano, T., Ishikawa, T., Ohgi, T., Takai, S., and Hamabe, C., (2005). Structural design method of buildings for tsunami resistance (proposed), Building Technology Research Institute, Building Centre for Japan 15, Tokyo.
Palermo, D., Nistor, I., Nouri, Y., and Cornett, A. (2009). “Tsunami loading of near-shoreline structures: A primer.” Can. J. Civ. Eng., 36(11), 1804–1815.
Peakall, J., and Warburton, J. (1996). “Surface tension in small hydraulic river models—The significance of the Weber number.” J. Hydrol. N. Z., 35(2), 199–212.
Pilarczyk, K. W. (1990). Coastal protection, AA Balkema, Rotterdam, Netherlands.
Rachev, S. T. (1991). Probability metrics and the stability of stochastic models, John Wiley & Son, Chichester, U.K.
Ritter, A. (1892). “Die fortpflanzung de wasserwellen.” Zeitschrift Verein Deutscher Ingenieure, 36, 947–954.
Robertson, I., Riggs, H. R., Yim, S. C., and Young, Y. L. (2007). “Lessons from Hurricane Katrina storm surge on bridges and buildings.” J. Waterway, Port, Coastal, Ocean Eng., 463–483.
Rueben, M., Cox, D., Holman, R., Shin, S., and Stanley, J. (2015). “Optical measurements of tsunami inundation and debris movement in a large-scale wave basin.” J. Waterway, Port, Coastal, Ocean Eng., 04014029.
Shafiei, S., Melville, B. W., Shamseldin, A. Y., Beskhyroun, S., and Adams, K. N. (2016). “Measurements of tsunami-borne debris impact on structures using an embedded accelerometer.” J. Hydraul. Res., 54(4), 435–449.
Shapiro, S. S., and Wilk, M. B. (1965). “An analysis of variance test for normality (complete samples).” Biometrika, 52(3/4), 591–611.
She, Z.-S., and Leveque, E. (1994). “Universal scaling laws in fully developed turbulence.” Phys. Rev. Lett., 72(3), 336.
Snedecor, G., and Cochran, W. (1989). Statistical methods, Iowa State University Press, Ames, IA.
St-Germain, P., Nistor, I., Townsend, R., and Shibayama, T. (2014). “Smoothed-particle hydrodynamics numerical modeling of structures impacted by tsunami bores.” J. Waterway, Port, Coastal, Ocean Eng., 66–81.
Stolle, J., et al. (2015). “Flood-induced debris dynamics over a horizontal surface.” Proc., Coastal Structures and Solutions to Coastal Disasters, ASCE, Reston, VA.
Stolle, J., Nistor, I., and Goseberg, N. (2016). “Optical tracking of floating shipping containers in a high-velocity flow.” Coastal Eng. J., 58(2), 1650005.
Stolle, J., Nistor, I., Goseberg, N., Mikami, T., and Shibayama, T. (2017). “Entrainment and transport dynamics of shipping containers in extreme hydrodynamic conditions.” Coastal Eng. J., 59(3), 1750011.
Strusinska-Correia, A., Husrin, S., and Oumeraci, H. (2013). “Tsunami damping by mangrove forest: A laboratory study using parameterized trees.” Nat. Hazards Earth Syst. Sci., 13(2), 483–503.
Taubenböck, H., et al. (2009). “Last-mile preparation for a potential disaster—Interdisciplinary approach towards tsunami early warning and an evacuation information system for the coastal city of Padang, Indonesia.” Nat. Hazards Earth Syst. Sci., 9(4), 1509–1528.
Taubenböck, H., et al. (2013). “Risk reduction at the ‘last-mile’: An attempt to turn science into action by the example of Padang, Indonesia.” Nat. Hazards, 65(1), 915–945.
Te Chow, V. (1959). Open channel hydraulics, McGraw-Hill, New York.
Westerink, J. J., et al. (2008). “A basin-to channel-scale unstructured grid hurricane storm surge model applied to southern Louisiana.” Mon. Weather Rev., 136(3), 833–864.
Yeh, H., Barbosa, A. R., Ko, H., and Cawley, J. G. (2014). “Tsunami loadings on structures: Review and analysis.” Coastal Eng. Proc., 1(34).
Yeh, H., Sato, S., and Tajima, Y. (2013). “The 11 March 2011 East Japan earthquake and tsunami: Tsunami effects on coastal infrastructure and buildings.” Pure Appl. Geophys., 170(6–8), 1019–1031.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 144Issue 1January 2018

History

Received: May 12, 2017
Accepted: Aug 8, 2017
Published online: Nov 8, 2017
Published in print: Jan 1, 2018
Discussion open until: Apr 8, 2018

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Authors

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Graduate Student, Dept. of Civil Engineering Faculty of Engineering, Univ. of Ottawa, Ottawa, Canada K1N 6N5 (corresponding author). ORCID: https://orcid.org/0000-0003-0902-9339. E-mail: [email protected]
Nils Goseberg [email protected]
Senior Research Associate, Ludwig-Franzius-Institute for Hydraulic, Estuarine and Coastal Engineering, Leibniz Univ. Hannover, 30167 Hannover, Germany. E-mail: [email protected]
Ioan Nistor, M.ASCE [email protected]
Professor, Dept. of Civil Engineering Faculty of Engineering, Univ. of Ottawa, Ottawa, Canada K1N 6N5. E-mail: [email protected]
Emil Petriu [email protected]
Professor, School of Electrical Engineering and Computer Science, Faculty of Engineering, Univ. of Ottawa, Ottawa, Canada K1N 6N5. E-mail: [email protected]

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