Technical Papers
Dec 30, 2022

Motion of a Debris Line Source Under Currents and Waves: Experimental Study

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 149, Issue 2

Abstract

Debris impact has an important role in structural damage during extreme coastal events. Understanding the transport of debris and the characteristic of its motion is crucial because the debris impact depends on debris motion. This study investigated floating debris dispersion and motion by conducting laboratory experiments that considered the effects of a structural array, or a gridded layout of city-like buildings. Physical model experiments were conducted for two different hydrodynamic conditions: (1) current only; and (2) current + wave combined cases. Debris was released from a certain height in a repeatable way. Visual data were collected by four overhead video cameras and a particle tracking algorithm was implemented to track debris motion. Onshore debris spreading was much larger in the current + wave combined cases than in the current only trials. The results indicated that the structural array restricted the lateral spreading of debris onshore, and between the buildings, the spread of the particles approached a Gaussian distribution as the particles move inland. The offshore dispersion of debris particles was slightly higher when structures were present due to the additional turbulence that was created by the reflected waves. Debris spreading angles (θs) were calculated for each case and compared with the angles used in the current engineering practice. The presented results aimed to increase the current knowledge on debris motion and spreading during extreme events, such that engineers might build more resilient coastal communities.

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Acknowledgments

The authors were supported by US NSF grants CMMI-1661052, OCE-1830056 and ICER-1940315. Any opinions, findings, conclusions, or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the NSF. The authors would like to express their gratitude to Joaquin Pablo MorrisBarra, Sean Duncan, Pedro Lomonaco, Tim Maddux, and O.H. Hinsdale Wave Research Laboratory staff for their help with the laboratory experiments and Cagatay Tasci for his support in OpenCV.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 149Issue 2March 2023

History

Received: May 27, 2022
Accepted: Oct 13, 2022
Published online: Dec 30, 2022
Published in print: Mar 1, 2023
Discussion open until: May 30, 2023

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Ph.D. Candidate, Tsunami Research Center, Univ. of Southern California, Los Angeles, CA 90089 (corresponding author). ORCID: https://orcid.org/0000-0001-9902-6582. Email: [email protected]
Coastal Scientist, HDR Engineering, Inc., Los Angeles, CA 90017. Email: [email protected]
Patrick Lynett, M.ASCE [email protected]
Professor, Tsunami Research Center, Univ. of Southern California, Los Angeles, CA 90089. Email: [email protected]

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