Abstract

Thirty one percent (31%) of the world’s coastline consists of sandy beaches and dunes that form a natural defense protecting the hinterland from flooding. A common measure to mitigate erosion along sandy beaches is the implementation of sand nourishments. The design and acceptance of such a mitigating measure require information on the expected evolution at time scales from storms to decades. Process-based morphodynamic models are increasingly applied, together with morphodynamic acceleration techniques, to obtain detailed information on this wide scale of ranges. This study shows that techniques for the acceleration of the morphological evolution can have a significant impact on the simulated evolution and dispersion of sandy interventions. A calibrated Delft3D model of the Sand Engine mega-nourishment is applied to compare different acceleration techniques, focusing on accuracy and computational times. Results show that acceleration techniques using representative (schematized) wave conditions are not capable of accurately reproducing the morphological response in the first two years. The best reproduction of the morphological behavior of the first five years is obtained by the brute force simulations. Applying input filtering and a compression factor provides similar accuracy yet with a factor five gain in computational cost. An attractive method for the medium to long time scales, which further reduces computational costs, is a method that uses representative wave conditions based on gross longshore transports, while showing similar results as the benchmark simulation. Erosional behavior is captured well in all considered techniques with variations in volumes of about 1 million m 3 after three decades. The spatio-temporal variability of the predicted alongshore and cross-shore distribution of the morphological evolution however have a strong dependency on the selected acceleration technique. A new technique, called ’brute force merged’, which incorporates the full variability of the wave climate, provides the optimal combination of phenomenological accuracy and computational efficiency (a factor of 20 faster than the benchmark brute force technique) at both the short and medium to long time scales. This approach, which combines realistic time series and the mormerge technique, provides an attractive and flexible method to efficiently predict the evolution of complex sandy interventions at time scales from hours to decades.

Highlights

  • Thirty one percent (31%) of the world’s coastline consists of sandy beaches and dunes that form a natural defense protecting the hinterland from flooding [1], at the same time providing valuable space for recreational activities and nature development

  • This study focuses on the evaluation of six morphodynamic acceleration techniques: three using brute force time series and three using representative wave conditions

  • To reproduce the observed behavior we applied the six morphodynamic acceleration techniques described in Section 2 to the ZM; i.e., three acceleration techniques that use the real-time wave time series (filtered brute force (BFF) method, compressed, filtered brute force (BFFC) method, and brute force merged (BFM) method), and three techniques using representative wave conditions that adopt three different schematization targets (net longshore sediment transports (LST) (NLST), gross LST (GLST), and offshore wave climate (OWC))

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Summary

Introduction

Thirty one percent (31%) of the world’s coastline consists of sandy beaches and dunes that form a natural defense protecting the hinterland from flooding [1], at the same time providing valuable space for recreational activities and nature development. The design and acceptance of a sandy strategy as a mitigating measure requires sound information on the expected dynamics, both in the short and longer term Coastal managers base their decisions mostly on medium- to long-term trends (annual to decadal scale) of coastal change. Process-based coastal area models have the potential to provide comprehensive information at multiple spatio-temporal scales allowing more detailed evaluation. To date such coastal morphodynamic models are generally able to adequately simulate morphological change due to concurrent tides, waves and currents for short to medium-term time scales; events of 3–4 years [10,11,12,13].

Morphodynamic Acceleration Techniques
Existing Brute Force Techniques
New Technique
Techniques Using Representative Wave Conditions
Input Reduction Based on Longshore Sediment Transports
Input Reduction Based on Offshore Wave Climate
Case Description
Numerical Model Setup for Delfland Coast
Morphodynamic Evolution
Volume Changes 2011–2016
Application of Acceleration Techniques to the Sand Engine Case
Methodology for Brute Force Methods
Methodology for Representative Wave Forcing Techniques
Techniques Based on longshore transports
Technique Based on Offshore Wave Climate
Morphological Response
Computational Times
Comparison Acceleration Techniques for Decadal Forecasts
Decadal Scale Evolution
Volume Changes 2011–2040
Shoreline Positions in 2040
Findings
Conclusions

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