Large-Scale Experiments On Tsunami Inundation And Overtopping Forces At Vertical Sea Walls

Journal article


McGovern, D., Allsop, W., Rossetto, T and Chandler, I (2022). Large-Scale Experiments On Tsunami Inundation And Overtopping Forces At Vertical Sea Walls. Coastal Engineering. 179, p. 104222. https://doi.org/10.1016/j.coastaleng.2022.104222
AuthorsMcGovern, D., Allsop, W., Rossetto, T and Chandler, I
Abstract

Tsunami are very long gravity waves that may cause significant damage to coastal sea walls. The majority of relevant design codes and research papers that describe methods for predicting tsunami loads on coastal walls consider the scenario of transitory force from a bore-led wave. This does not relate to tsunami that do not form bore waves. Bore fronts generally cause short term spikes in force, which may have little effect on the vulnerability of massive structures. Post disaster accounts suggest that most coastal walls show damage that implies failure modes that occur over moderate to long durations. Therefore it is likely that the bore front assumption gives an overly conservative prediction of maximum force, and may not capture the full timescale of tsunami loading. This paper uses a pneumatic tsunami generation facility to determine the force loading on two vertical coastal sea walls during tsunami inundation. Two sea-wall models, 0.15 and 0.25 m high, with crown widths of 0.1 m (7.5 and 12.5 m at a nominal prototype scale of 1:50) are tested. It is shown that bore fronts only occur for short period waves over the bathymetry tested. Bore fronts cause a very short period spike in force, which is followed by a transitory force approximated by the hydrostatic pressure equation. The loading of tsunami length waves of periods $\geq$ 40 s (280 s prototype at 1:50 scale), which do not break is not greater than 1.2 times the hydrostatic force. Overtopping volume is positively correlated to the time duration of positive upstream head over the crest, rather than its maximum value. Overtopping causes a small increase in the horizontal load due to the addition of a drag and momentum load. The magnitude and time of these effects are small and short-lived in comparison to the hydrostatic load. The results compare well with available equations based on hydrostatic force and the engineer may apply a desired multiplying coefficient of a factor of at least 1.2 to account for any added pressure and momentum, and the factor of safety intended.

KeywordsExperiments, Tsunami, Wall, Force, Overtopping, Bores
Year2022
JournalCoastal Engineering
Journal citation179, p. 104222
PublisherElsevier
ISSN1872-7379
Digital Object Identifier (DOI)https://doi.org/10.1016/j.coastaleng.2022.104222
Publication dates
Print10 Oct 2022
Publication process dates
Accepted25 Sep 2022
Deposited10 Oct 2022
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Open
Accepted author manuscript
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Controlled
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