CROSS-SHORE BEACH PROFILE SIMULATION IN THE SWASH ZONE OF NARRABEEN-COLLAROY BEACH

Mohammad Tabasi; Takayuki Suzuki

doi:10.9753/icce.v37.currents.3

No. 37 (2022), Swash, Nearshore Currents, and Long Waves

No. 37 (2022)

CROSS-SHORE BEACH PROFILE SIMULATION IN THE SWASH ZONE OF NARRABEEN-COLLAROY BEACH

Swash, Nearshore Currents, and Long Waves

Published 2023-09-01

Mohammad Tabasi
Takayuki Suzuki

Mohammad Tabasi

Takayuki Suzuki

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CROSS-SHORE BEACH PROFILE SIMULATION IN THE SWASH ZONE OF NARRABEEN-COLLAROY BEACH. (2023). Coastal Engineering Proceedings, 37, currents.3. https://doi.org/10.9753/icce.v37.currents.3

Abstract

Sediment transport and, consequently, the beach profile changes in the swash zone are important to the overall sediment budget and beach profile evolution because the hydrodynamic condition in this zone is complex. One of the swash zone morphodynamic difficulties is estimating the beach profile accretion and erosion above the mean water level. Although there have been considerable studies and investigations into the swash zone morphodynamic, numerical models for predicting sediment transport rate and beach profile changes are limited. Therefore, this study examined a morphodynamic numerical model to predict beach profile evolution in the swash zone using a nearshore beach profile dataset measured at the Narrabeen-Collaroy beach, Australia.

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References

Suzuki, Kuriyama (2008): Simple model of cross-shore sediment transport rate for berm formation and erosion, ICCE. 1762-1773. Tabasi, Soltanpour, Suzuki, Jayaratne (2020): Modeling of berm formation and erosion at the southern coasts of the Caspian Sea, ICCE, https://doi.org/10.9753/icce.v36v.papers.19.

This work is licensed under a Creative Commons Attribution 4.0 International License.

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CROSS-SHORE BEACH PROFILE SIMULATION IN THE SWASH ZONE OF NARRABEEN-COLLAROY BEACH

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