PICK-UP RATE OF SUSPENDED SAND DUE TO TSUNAMI
Proceedings of the 32nd International Conference
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Keywords

tsunami
sediment transport
pick-up rate

How to Cite

Yoshii, T., Ikeno, M., Matsuyama, M., & Fujii, N. (2011). PICK-UP RATE OF SUSPENDED SAND DUE TO TSUNAMI. Coastal Engineering Proceedings, 1(32), sediment.12. https://doi.org/10.9753/icce.v32.sediment.12

Abstract

The pick-up rate formula which can apply to wide-range of grain size was presented through dimensional analysis and laboratory experiments. The result of the dimensional analysis revealed that there are three must-considered non-dimensional parameters: "non-dimensional sand grain diameter†, "non-dimensional settling velocity†, and "non-dimensional shear stress†. The pick-up rate formula which considers these parameters can predict the pick-up rate of 0.08 mm and 0.2 mm grains measured in the experiment with sufficient accuracy. The topography change around a harbor due to tsunami was measured in the laboratory experiment and compared with the result of numerical simulations. The numerical simulation with the presented pick-up rate formula shows a better agreement with the laboratory experiment than that with Takahashi et al. (2000)'s model.
https://doi.org/10.9753/icce.v32.sediment.12
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References

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