Swash Overtopping and Sediment Transport - Application to Bermed Beaches and Lagoon Entrances
Tom E. Baldock, Katherine Day, Michael G. Hughes, Felicia Weir
Abstract
Tom E. Baldock, Katherine Day, Michael G. Hughes, Felicia Weir
Abstract
This paper presents new experimental data on swash overtopping and sediment overwash on a truncated laboratory scale beach. The experiments were designed to allow direct measurement of total uprush sediment transport rate past a fixed section of beach. The overtopping data are compared to an existing analytical solution and predictions based on a recently developed numerical model, and show good agreement with the latter. The improvement is a result of more realistic predictions of the flow depth in the swash zone by the numerical model. Subsequently, the model is extended to enable predictions of sediment overwash using well accepted sediment transport equations. Model predictions using standard coefficients are in good agreement with the data. The model performance suggests it may be applicable for modelling the accretion of berms on natural beaches, a process which requires overtopping and sediment transport above the existing berm crest.
OpenAlex reports 4 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
This paper presents new experimental data on swash overtopping and sediment overwash on a truncated laboratory scale beach. The experiments were designed to allow direct measurement of total uprush sediment transport rate past a fixed section of beach. The overtopping data are compared to an existing analytical solution and predictions based on a recently developed numerical model, and show good agreement with the latter. The improvement is a result of more realistic predictions of the flow depth in the swash zone by the numerical model. Subsequently, the model is extended to enable predictions of sediment overwash using well accepted sediment transport equations. Model predictions using standard coefficients are in good agreement with the data. The model performance suggests it may be applicable for modelling the accretion of berms on natural beaches, a process which requires overtopping and sediment transport above the existing berm crest.
Key concepts: Berm, Swash, Overwash, Sediment transport, Geology, Sediment, Hydrology (agriculture), Accretion (finance)