ASSESSING UNCERTAINTY IN THE MODELING OF RUNUP AND SWASH MORPHODYNAMICS USING XBEACH
PDF

How to Cite

Rutten, J., Freyermuth, A. T., & Puleo, J. (2020). ASSESSING UNCERTAINTY IN THE MODELING OF RUNUP AND SWASH MORPHODYNAMICS USING XBEACH. Coastal Engineering Proceedings, (36v), currents.21. https://doi.org/10.9753/icce.v36v.currents.21

Abstract

Phase-resolving numerical models are frequently used tools to investigate short and long wave transformation, nonlinear wave interactions, and wave runup. Moreover, nearshore morphodynamics can be explored with the recent advancement of the models and computational resources. Sea surface elevation time series that force phase-resolving models at the offshore boundary are often unavailable. Therefore, time series are usually recreated from wave energy-frequency spectra through the superposition of harmonics. The wave phases of the harmonics are unknown and therefore assumed to be randomly distributed. This implies that an infinite number of time series with different sequencing of waves can be recreated from a single wave-energy spectrum and, for that reason, recreated time series are a source of uncertainty in model predictions. This intrinsic uncertainty has been found to cause variability in wave overtopping of structures (e.g., Pearson et al, 2002; Williams et al., 2014; Romano et al., 2015) and in setup and runup at beaches (McCabe et al., 2011; Torres-Freyermuth et al., 2019). Torres-Freyermuth et al. (2019) investigated the effect of intrinsic uncertainty on runup at planar beaches for different wave conditions and beach slopes and suggested that uncertainty is especially important under dissipative conditions. Yet unknown is the effect of intrinsic uncertainty on bed evolution. Here we assess the effect of intrinsic uncertainty on inner surf and swash zone evolution at three beaches with different beach morphology.

Recorded Presentation from the vICCE (YouTube Link): https://youtu.be/w3zi3Yoo170
https://doi.org/10.9753/icce.v36v.currents.21
PDF

References

McCabe, Stansby, Apsley (2011): Coupled wave action and shallow-water modelling for random wave runup on a slope. Journal of Hydraulic Research, vol. 49(4), pp. 515—522.

Pearson, Bruce, Allsop (2002): Prediction of wave overtopping at steep seawalls—variabilities and uncertainties. In: Ocean Wave Measurement and Analysis. pp. 1797—1808.

Roelvink, Reniers, van Dongeren, van Thiel de Vries, McCall, Lescinski (2009): Modelling storm impacts on beaches, dunes and barrier islands. Coastal Engineering, vol. 56, pp.1133-1152.

Romano, Belloti, Briganti, Franco (2015): Uncertainties in the physical modelling of the wave overtopping over a rubble mound breakwater: The role of the seeding number and the test duration, Coastal Engineering, vol.103, pp. 15-21.

Smit, Stelling, Roelvink, Van Thiel de Vries, McCall, Van Dongeren, Zwinkels, Jacobs (2010). XBeach: Nonhydrostatic model: Validation, verification and model description. Technical Report, Delft University of Technology.

Torres-Freyermuth, Pintado-Patiño, Pedrozo-Acuña, Puleo, Baldock (2019): Runup uncertainty on planar beaches, Ocean Dynamics, vol. 69, pp. 1359—1371.

Williams, Briganti, Pullen (2014): The role of offshore boundary conditions in the uncertainty of numerical prediction of wave overtopping using non-linear shallow water equations. Coastal Engineering, vol. 89, pp. 30— 44.

Creative Commons License

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