Elsevier

Coastal Engineering

Volume 164, March 2021, 103827
Coastal Engineering

Forecasting coastal overtopping at engineered and naturally defended coastlines

https://doi.org/10.1016/j.coastaleng.2020.103827Get rights and content
Under a Creative Commons license
open access

Highlights

  • We develop and test an efficient forecast system for wave overtopping forewarning.

  • Predicts waves, water levels, and overtopping for 1000 km coastline on a desktop PC.

  • Correctly predicted the presence or absence of wave overtopping with 97% accuracy.

  • Can be updated with latest coastal profile data with no extra computational cost.

  • This is shown to improve the predicted overtopping rate by an order of magnitude.

Abstract

As sea level rises and development of the coastal zone continues, coastal flooding poses an increasing risk to coastal communities. Wave runup can contribute many meters to the vertical reach of the sea, especially on steep gravel beaches, and wave overtopping is a key contributor to coastal flooding along coastlines exposed to energetic wave conditions. However, operational forecasting of wave overtopping has rarely been attempted due to the need for high-resolution inshore water levels and wave conditions, up-to-date coastal profile and sea defence information, and availability of models or formulae that can robustly predict overtopping for a range of coastal profile types. Here, we have developed and tested an efficient forecasting system for providing operational warnings up to three days in advance for the entire 1000 km coastline of southwest England, called SWEEP-OWWL, which is capable of predicting wave runup elevation and overtopping volumes along the energetic and macrotidal coastline, featuring embayed, sandy, gravel, and engineered regions. Existing flood warning systems have used the process-based hydrodynamic model XBeach, but due to the computational cost, have resorted to populating look-up tables using off-line simulations and only a single realisation of the coastal bathymetry. Instead, SWEEP-OWWL runs in ‘real-time’ using a computationally efficient suite of empirical shoaling, breaking, runup, and overtopping equations at 184 coastal profiles, forced with hydrodynamic information from a regional 1-km spectral wave and hydrodynamic model. Importantly, the forecast system can be updated with the latest coastal profile data with no extra computational cost, which is shown to improve the accuracy of predicted overtopping rate by an order of magnitude in some cases. Compared to visual observations of flooding events from live streaming webcams around the southwest, the system correctly predicted the presence or absence of wave overtopping with 97% accuracy and showed skill in differentiating between low and high hazard events. Reliable forecasts of wave overtopping could considerably enhance a coastal community's ability to prepare and mitigate against the risk to life, property, and infrastructure during coastal flooding events, and the developed system shows that this can be achieved using a single desktop PC for entire regions featuring both natural and man-made sea defences.

Keywords

wave overtopping
Coastal flooding
Sea defence
Coastal hazards
Wave Runup
Sea level rise
Forecasting

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