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Get Free AccessBoulders numbering in the high hundreds/low thousands, and with masses up to ∼30 tonnes, were transported onshore by Super Typhoon Haiyan in Calicoan Island, Philippines to maximum ground elevations that could exceed 9 m and terminal positions up to ∼180 m inland. One-dimensional Boussinesq hindcasts of coastal boulder motion showed intermittent transport initiated at the fronts of infragravity swash bores. Transport distances were found to be highly sensitive to wave-height, enough so that observations of terminal positions may be a viable method of estimating rough paleostorm magnitudes. The large accelerations at bore fronts generated significant inertial forces, particularly for larger boulders, but drag forces had greater root-mean-square magnitudes in all simulations. Widely used relations to infer fluid velocities from boulder properties were tested using modeled boulders — inferred velocities at modeled terminal boulder positions were compared to maximum computed Boussinesq fluid velocities at these locations and found to be significantly lower. This underprediction of inferred velocities was greatest for smaller boulders that were strongly mobile. Inferred drag loads compared to modeled values were somewhat more accurate for large boulders when a Froude number of unity was assumed to estimate flow depths. Although these boulders were unequivocally transported by storm waves, their large sizes and distances traveled venture into what has been considered the tsunami range. Thus, care must be taken to interpret the provenance of coastal boulder fields with unknown origin for lower to mid-latitude regions.Keywords: Typhoon Haiyanboulder transportBoussinesq equationssurf zoneinfragravity waves
Andrew B. Kennedy, Nobuhito Mori, Yao Zhang, Tomohiro YASUDA, Shenen Chen, Yoshimitsu TAJIMA, William Pecor, Kinya Toride (2015). Observations and Modeling of Coastal Boulder Transport and Loading During Super Typhoon Haiyan. Coastal Engineering Journal, 58(1), pp. 1640004-25, DOI: 10.1142/s0578563416400040.
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Type
Article
Year
2015
Authors
8
Datasets
0
Total Files
0
Language
English
Journal
Coastal Engineering Journal
DOI
10.1142/s0578563416400040
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