Technical Papers
Jul 7, 2021

Probabilistic Analysis of Debris Motion in Steady-State Currents for Varying Initial Debris Orientation and Flow Velocity Conditions

Publication: Journal of Hydraulic Engineering
Volume 147, Issue 9

Abstract

Floodborne debris impact loads depend on several factors, including debris orientation and velocity. Due to the random nature of turbulent flood flows, debris motions are inherently random. This study presents a probabilistic characterization of debris motions in steady-state currents with relatively high Reynolds numbers. An item of debris was released, multiple times, in the open channel flows, at two angles and three current velocities. The debris motions were recorded via a camera. The characteristics of the debris motions including the trajectory, orientation, and velocity were extracted using image processing and were analyzed statistically. The results indicate that the debris orientation and lateral displacement followed a Gaussian distribution. The current velocity and release angle had a smaller effect on the debris lateral displacement than did the orientation. The analysis also highlights the combined effect of the current velocity and release angle on the lateral displacement and orientation of the debris. Empirical relationships were developed for estimating the mean trajectory and orientation of debris in steady currents, as a function of the release angle, and Froude number.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. The data include videos of debris motion, as well as data files for debris position, orientation, and velocity (Kasaei et al. 2021).

Acknowledgments

This study was partially funded by the New York State Department of Environmental Conservation, Award No. 77362.

References

Albano, R., A. Sole, D. Mirauda, and J. Adamowski. 2016. “Modelling large floating bodies in urban area flash-floods via a Smoothed Particle Hydrodynamics model.” J. Hydrol. 541 (Oct): 344–358. https://doi.org/10.1016/j.jhydrol.2016.02.009.
Al-Faesly, T., I. Nistor, D. Palermo, and A. Cornett. 2013. Experimental study of structures subjected to hydrodynamic and debris impact forces. Montreal: Canadian Society for Civil Engineering.
Arnason, H., C. Petroff, and H. Yeh. 2009. “Tsunami bore impingement onto a vertical column.” J. Disaster Res. 4 (6): 391–403. https://doi.org/10.20965/jdr.2009.p0391.
Bocchiola, D., M. C. Rulli, and R. Rosso. 2008. “A flume experiment on the formation of wood jams in rivers.” Water Resour. Res. 44 (2): W02408. https://doi.org/10.1029/2006WR005846.
Braudrick, C. A., and G. E. Grant. 2000. “When do logs move in rivers?” Water Resour. Res. 36 (2): 571–583. https://doi.org/10.1029/1999WR900290.
Charvet, I., A. Suppasri, and F. Imamura. 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. https://doi.org/10.1007/s00477-014-0850-2.
Chinnarasri, C., N. Thanasisathit, A. Ruangrassamee, S. Weesakul, and P. Lukkunaprasit. 2013. “The impact of tsunami-induced bores on buildings.” In Proc., Institution of Civil Engineers-Maritime Engineering, 14–24. London: Thomas Telford.
Farahmandpour, O., A. Marsono, M. Tap, S. A. Bakar, and P. Forouzani. 2016. “Experimental investigation of tsunami waterborne debris impact on structures.” Int. J. Geomate 10 (22): 2030–2035. https://doi.org/10.21660/2016.22.69033.
FEMA. 2011. Coastal construction manual: Principles and practices of planning, siting, designing, constructing, and maintaining residential buildings in coastal areas. Washington, DC: FEMA.
Field, C. B., V. R. Barros, M. D. Mastrandrea, K. J. Mach, M.-K. Abdrabo, N. Adger, Y. A. Anokhin, O. A. Anisimov, D. J. Arent, and J. Barnett, et al. 2014. “Summary for policymakers.” In Climate change 2014: Impacts, adaptation, and vulnerability. Part A: Global and sectoral aspects, 1–32. Cambridge, MA: Cambridge University Press.
Furlan, P., M. Pfister, J. Matos, C. Amado, and A. J. Schleiss. 2019. “Experimental repetitions and blockage of large stems at ogee crested spillways with piers.” J. Hydraul. Res. 57 (2): 250–262. https://doi.org/10.1080/00221686.2018.1478897.
Ghaffarian, L. D., N. Riviere, H. Piegay, and E. Mignot. 2018. “Experimental study of the transient motion of floats reproducing floating wood in rivers.” In Vol. 40 of Proc., E3S Web of Conf.: River Flow 2018--9th Int. Conf. on Fluvial Hydraulics, 02041. Les Ulis, France: EDP Sciences. https://doi.org/10.1051/e3sconf/20184002041.
Goseberg, N., I. Nistor, T. Mikami, T. Shibayama, and J. Stolle. 2016. “Nonintrusive spatiotemporal smart debris tracking in turbulent flows with application to debris-laden tsunami inundation.” J. Hydraul. Eng. 142 (12): 04016058. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001199.
Goseberg, N., A. Wurpts, and T. Schlurmann. 2013. “Laboratory-scale generation of tsunami and long waves.” Coastal Eng. 79 (Sep): 57–74. https://doi.org/10.1016/j.coastaleng.2013.04.006.
Haehnel, R. B., and S. F. Daly. 2004. “Maximum impact force of woody debris on floodplain structures.” J. Hydraul. Eng. 130 (2): 112–120. https://doi.org/10.1061/(ASCE)0733-9429(2004)130:2(112).
Kasaei, S., E. Bryski, and A. Farhadzadeh. 2021. Debris motion in steady current flow. Amsterdam, Netherlands: Elsevier.
Kothiya, S. V., and K. B. Mistree. 2015. “A review on real time object tracking in video sequences.” In Proc., Electrical, Electronics, Signals, Communication and Optimization (EESCO), 2015 Int. Conf., 1–4. New York: IEEE.
Madsen, P. A., D. R. Fuhrman, and H. A. Schäffer. 2008. “On the solitary wave paradigm for tsunamis.” J. Geophys. Res. Oceans 113 (12): C12012. https://doi.org/10.1029/2008JC004932.
Matsutomi, H. 2009. “Method for estimating collision force of driftwood accompanying tsunami inundation flow.” J. Disaster Res. 4 (6): 435–440. https://doi.org/10.20965/jdr.2009.p0435.
Naito, C., C. Cercone, H. Riggs, and D. Cox. 2014. “Procedure for site assessment of the potential for tsunami debris impact.” J. Waterway, Port, Coastal, Ocean Eng. 140 (2): 223–232. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000222.
Nistor, I., N. Goseberg, and J. Stolle. 2017. “Tsunami-driven debris motion and loads: A critical review.” Fronti. Built Environ. 3: 2. https://doi.org/10.3389/fbuil.2017.00002.
Nistor, I., N. Goseberg, J. Stolle, T. Mikami, T. Shibayama, R. Nakamura, and S. Matsuba. 2016. “Experimental investigations of debris dynamics over a horizontal plane.” J. Waterway, Port, Coastal, Ocean Eng. 143 (3): 04016022. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000371.
Panici, D., and G. A. M. de Almeida. 2020. “Influence of pier geometry and debris characteristics on wood debris accumulations at bridge piers.” J. Hydraul. Eng. 146 (6): 04020041. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001757.
Panici, D., and P. Kripakaran. 2021. “Trapping large wood debris in rivers: Experimental study of novel debris retention system.” J. Hydraul. Eng. 147 (3): 04020101. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001859.
Park, H., and D. T. Cox. 2019. “Effects of advection on predicting construction debris for vulnerability assessment under multi-hazard earthquake and tsunami.” Coastal Eng. 153 (Nov): 103541. https://doi.org/10.1016/j.coastaleng.2019.103541.
Qi, Z., I. Eames, and E. R. Johnson. 2014. “Force acting on a square cylinder fixed in a free-surface channel flow.” J. Fluid Mech. 756 (Oct): 716–727. https://doi.org/10.1017/jfm.2014.455.
Riggs, H. R., D. T. Cox, C. J. Naito, M. H. Kobayashi, P. P. Aghl, H. T.-S. Ko, and E. Khowitar. 2014. “Experimental and analytical study of water-driven debris impact forces on structures.” J. Offshore Mech. Arct. Eng. 136 (4): 041603. https://doi.org/10.1115/1.4028338.
Shafiei, S. R., B. W. Melville, S. Beskhyroun, and A. Y. Shamseldin. 2014. “Preliminary investigation of the tsunami-borne debris impact on structures: A new method for impact force measurement.” In Proc., 11th National Conf. on Hydraulics in Civil Engineering and 5th Int. Symp. on Hydraulic Structures: Hydraulic Structures and Society-Engineering Challenges and Extremes. Barton, ACT, Australia: Engineers Australia.
Shapiro, S. S., and M. B. Wilk. 1965. “An analysis of variance test for normality (complete samples).” Biometrika 52 (3–4): 591–611. https://doi.org/10.2307/2333709.
Stolle, J., N. Goseberg, I. Nistor, and E. Petriu. 2017. “Probabilistic investigation and risk assessment of debris transport in extreme hydrodynamic conditions.” J. Waterway, Port, Coastal, Ocean Eng. 144 (1): 04017039. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000428.
Stolle, J., I. Nistor, and N. Goseberg. 2016. “Optical tracking of floating shipping containers in a high-velocity flow.” Coastal Eng. J. 58 (2): 1650005. https://doi.org/10.1142/S0578563416500054.
Stolle, J., I. Nistor, N. Goseberg, and E. Petriu. 2019a. “Multiple debris impact loads in extreme hydrodynamic conditions.” J. Waterway, Port, Coastal, Ocean Eng. 146 (2): 04019038. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000546.
Stolle, J., I. Nistor, N. Goseberg, and E. Petriu. 2020. “Development of a probabilistic framework for debris transport and hazard assessment in tsunami-like flow conditions.” J. Waterway, Port, Coastal, Ocean Eng. 146 (5): 04020026. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000584.
Stolle, J., T. Takabatake, G. Hamano, H. Ishii, K. Iimura, T. Shibayama, I. Nistor, N. Goseberg, and E. Petriu. 2019b. “Debris transport over a sloped surface in tsunami-like flow conditions.” Coastal Eng. J. 61 (2): 241–255. https://doi.org/10.1080/21664250.2019.1586288.
Stolle, J., T. Takabatake, I. Nistor, T. Mikami, S. Nishizaki, G. Hamano, H. Ishii, T. Shibayama, N. Goseberg, and E. Petriu. 2018. “Experimental investigation of debris damming loads under transient supercritical flow conditions.” Coastal Eng. 139 (4): 16–31. https://doi.org/10.1016/j.coastaleng.2018.04.026.
Synolakis, C. E., M. K. Deb, and J. E. Skjelbreia. 1988. “The anomalous behavior of the runup of cnoidal waves.” Phys. Fluids 31 (1): 3–5. https://doi.org/10.1063/1.866575.
Tadepalli, S., and C. E. Synolakis. 1994. “The run-up of Nwaves on sloping beaches.” Proc. R. Soc. London Series A 445 (1923): 99–112. https://doi.org/10.1098/rspa.1994.0050.
Tanaka, N., and A. Onai. 2017. “Mitigation of destructive fluid force on buildings due to trapping of floating debris by coastal forest during the Great East Japan tsunami.” Landscape Ecol. Eng. 13 (1): 131–144. https://doi.org/10.1007/s11355-016-0308-4.
Wüthrich, D., M. Pfister, and A. J. Schleiss. 2020a. “Forces on buildings with openings and orientation in a steady post-tsunami free-surface flow.” Coastal Eng. 161 (Oct): 103753. https://doi.org/10.1016/j.coastaleng.2020.103753.
Wüthrich, D., C. Ylla Arbós, M. Pfister, and A. J. Schleiss. 2020b. “Effect of debris damming on wave-induced hydrodynamic loads against free-standing buildings with openings.” J. Waterway, Port, Coastal, Ocean Eng. 146 (1): 04019036. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000541.
Yao, Y., Z. Huang, E. Y. M. Lo, and H.-T. Shen. 2014. “A preliminary laboratory study of motion of floating debris generated by solitary waves running up a beach.” J. Earthquake Tsunami 8 (3): 1440006. https://doi.org/10.1142/S1793431114400065.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 147Issue 9September 2021

History

Received: Jun 11, 2020
Accepted: Apr 11, 2021
Published online: Jul 7, 2021
Published in print: Sep 1, 2021
Discussion open until: Dec 7, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Shima Kasaei [email protected]
Graduate Student, Dept. of Civil Engineering, College of Engineering and Applied Sciences, Stony Brook Univ., Stony Brook, NY 11794. Email: [email protected]
Undergraduate Student, Dept. of Civil Engineering, College of Engineering and Applied Sciences, Stony Brook Univ., Stony Brook, NY 11794. ORCID: https://orcid.org/0000-0003-3808-5479. Email: [email protected]
Ali Farhadzadeh [email protected]
Assistant Professor, Dept. of Civil Engineering, College of Engineering and Applied Sciences, Stony Brook Univ., Stony Brook, NY 11794 (corresponding author). Email: [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

  • Motion of a Debris Line Source Under Currents and Waves: Experimental Study, Journal of Waterway, Port, Coastal, and Ocean Engineering, 10.1061/JWPED5.WWENG-1934, 149, 2, (2023).

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share