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Beach monitoring: do we need to survey to spring low tide?

Beach monitoring: do we need to survey to spring low tide?
Beach monitoring: do we need to survey to spring low tide?
When collecting coastal monitoring data, it is common practice to survey down to spring low tide to capture the maximum extent of the exposed subaerial beach. However, collecting topographic beach data is possible for only a few days per month. By reducing the seaward extent of the survey, the incurred costs and risks to the survey schedule could be greatly reduced. However, this would result in information loss at the lowest extremes of the subaerial beach. This study assesses the feasibility of predicting this part of the beach using deep learning neural networks based on partial beach profile data. A range of network architectures were tested alongside linear extrapolation, which was used as a baseline model. Each model was tested on three beaches with varying morphology, ranging from steep (reflective) to mildly sloping (dissipative). The presence of morphological features was found to play a dominant role in the accuracy of the predicted profiles; profiles with more pronounced cross-shore morphological features, such as sandbars, produced the highest error. While local connectivity of each network architecture was found to be the key factor in producing realistic profiles, the 1D Convolutional Neural Network was found to be the most effective with an average RMSE of between 0.026-0.119 m. This RMSE is not substantially larger than the vertical accuracy of current survey techniques (0.03 m), and the study found that errors of this magnitude have negligible effects when the survey data is used to calculate beach volumes and conduct numerical wave runup analysis to assess coastal flood risk.
0378-3839
Rose, Samuel
e9606303-2e15-4d94-8df5-24d12a593578
Blenkinsopp, Chris
d37fc41c-6976-4176-84a4-a92c566fda91
Barnes, Andrew
3c11fa1c-9c7e-49c0-bece-328794ca7e69
Russell, Wiliam
b0cc395c-510d-41ee-9543-fd47cc8ecb18
Thompson, Charlie
2a304aa6-761e-4d99-b227-cedb67129bfb
Rose, Samuel
e9606303-2e15-4d94-8df5-24d12a593578
Blenkinsopp, Chris
d37fc41c-6976-4176-84a4-a92c566fda91
Barnes, Andrew
3c11fa1c-9c7e-49c0-bece-328794ca7e69
Russell, Wiliam
b0cc395c-510d-41ee-9543-fd47cc8ecb18
Thompson, Charlie
2a304aa6-761e-4d99-b227-cedb67129bfb

Rose, Samuel, Blenkinsopp, Chris, Barnes, Andrew, Russell, Wiliam and Thompson, Charlie (2025) Beach monitoring: do we need to survey to spring low tide? Coastal Engineering, 205, [104911]. (doi:10.1016/j.coastaleng.2025.104911).

Record type: Article

Abstract

When collecting coastal monitoring data, it is common practice to survey down to spring low tide to capture the maximum extent of the exposed subaerial beach. However, collecting topographic beach data is possible for only a few days per month. By reducing the seaward extent of the survey, the incurred costs and risks to the survey schedule could be greatly reduced. However, this would result in information loss at the lowest extremes of the subaerial beach. This study assesses the feasibility of predicting this part of the beach using deep learning neural networks based on partial beach profile data. A range of network architectures were tested alongside linear extrapolation, which was used as a baseline model. Each model was tested on three beaches with varying morphology, ranging from steep (reflective) to mildly sloping (dissipative). The presence of morphological features was found to play a dominant role in the accuracy of the predicted profiles; profiles with more pronounced cross-shore morphological features, such as sandbars, produced the highest error. While local connectivity of each network architecture was found to be the key factor in producing realistic profiles, the 1D Convolutional Neural Network was found to be the most effective with an average RMSE of between 0.026-0.119 m. This RMSE is not substantially larger than the vertical accuracy of current survey techniques (0.03 m), and the study found that errors of this magnitude have negligible effects when the survey data is used to calculate beach volumes and conduct numerical wave runup analysis to assess coastal flood risk.

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Accepted/In Press date: 12 November 2025
e-pub ahead of print date: 24 November 2025
Published date: 3 December 2025

Identifiers

Local EPrints ID: 508031
URI: http://eprints.soton.ac.uk/id/eprint/508031
ISSN: 0378-3839
PURE UUID: 32ebaadc-e185-4720-8e99-62b29fd2f79a
ORCID for Charlie Thompson: ORCID iD orcid.org/0000-0003-1105-6838

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Date deposited: 12 Jan 2026 17:35
Last modified: 13 Jan 2026 02:38

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Contributors

Author: Samuel Rose
Author: Chris Blenkinsopp
Author: Andrew Barnes
Author: Wiliam Russell

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