A platform for research: civil engineering, architecture and urbanism
Equilibrium Beach Profile with Net Cross-Shore Sand Transport
Periodic beach-fill placement and frequent overwash result in net offshore and onshore sand transport, respectively. Three tests consisting of fifty 400-s runs were conducted in a small-scale wave flume to examine the effect of net cross-shore sand transport on an equilibrium profile. The foreshore of an equilibrium profile with no net sand transport shifted seaward after periodic sand placement near the shoreline. Frequent sand overwash resulted in the landward shift of the shoreline. The profile changes for the three tests were relatively small and the shoreline shifts were less than 0.1 m. An analytical model for an equilibrium profile with net cross-shore sand transport was developed by approximating existing formulas for onshore bed load and offshore suspended sand transport in the inner surf zone. The model predicted the horizontal shift of the equilibrium profile under net cross-shore sand transport, which was the maximum at the shoreline and approached zero at the closure depth. The model calibrated using the three tests was used to estimate the seaward shift of the shoreline on periodically nourished beaches on a prototype scale.
Equilibrium Beach Profile with Net Cross-Shore Sand Transport
Periodic beach-fill placement and frequent overwash result in net offshore and onshore sand transport, respectively. Three tests consisting of fifty 400-s runs were conducted in a small-scale wave flume to examine the effect of net cross-shore sand transport on an equilibrium profile. The foreshore of an equilibrium profile with no net sand transport shifted seaward after periodic sand placement near the shoreline. Frequent sand overwash resulted in the landward shift of the shoreline. The profile changes for the three tests were relatively small and the shoreline shifts were less than 0.1 m. An analytical model for an equilibrium profile with net cross-shore sand transport was developed by approximating existing formulas for onshore bed load and offshore suspended sand transport in the inner surf zone. The model predicted the horizontal shift of the equilibrium profile under net cross-shore sand transport, which was the maximum at the shoreline and approached zero at the closure depth. The model calibrated using the three tests was used to estimate the seaward shift of the shoreline on periodically nourished beaches on a prototype scale.
Equilibrium Beach Profile with Net Cross-Shore Sand Transport
Kobayashi, Nobuhisa (author) / Zhu, Tingting (author) / Mallavarapu, Sravani (author)
2018-07-31
Article (Journal)
Electronic Resource
Unknown
Equilibrium Beach Profile with Net Cross-Shore Sand Transport
British Library Online Contents | 2018
|Cross-shore beach profile predicted by two sand transport models
British Library Conference Proceedings | 2000
|Shaping The Beach: Cross-Shore Sand Transport in the Swash Zone
HENRY – Federal Waterways Engineering and Research Institute (BAW) | 2019
|Shaping The Beach: Cross-Shore Sand Transport in the Swash Zone
DataCite | 2019
|