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Linear analysis of sand extraction pits on the Netherlands Continental Shelf 27.24

Assignment number: 27.24

Start of the project: ASAP / February 2025

Required course(s): Mathematical Physics of Water Systems; Long Waves & Tidal Morphodynamics; Wave-dominated Coastal Dynamics; Advanced Research Skills in Water Engineering & Management; Morphology

With increasing sea level rise, increasing volumes of sand are required to nourish the Dutch coast. To satisfy this demand, increasing volumes of sediment are extracted from the Netherlands Continental Shelf (NCS). To ensure future availability of sediment, make efficient use of limited space on the NCS and reduce sailing costs, the policy has now changed to allow for deep sand extraction with a pit depth exceeding two meters. However, the impact these deep extraction pits have on their environment may be severe.

Firstly, literature suggests that the sea bed may not recover from the sand extraction and that the pit will remain permanently present, with some researchers even terming them “scars in the sea bed” (Witbaard & Craeymeersch, 2023).

Secondly, the extraction disturbs bedforms that may already be present. In this study, we specifically focus on sand waves: wave-shaped dynamic bed features with a wavelength in the order of hundreds of meters, a height of multiple meters and migration rate of meters per year. Due to the sand extraction, the sand waves may locally be removed or altered. In case of a flat bed prior to extraction, the extraction may induce sand wave formation. Conversely, if sand waves were present prior to extraction, these do not necessarily regenerate (Krabbendam et al., 2022).

Thirdly, sand extraction pits may function as a fine sediment sink due to the local reduction in flow velocity. Consequently, fine (and potentially cohesive) sediment settles in the pit, changing the sediment composition. This doesn’t only have a large impact on sea life and benthic organisms, but also on bedform formation: it is suggested that only 10% mud can already prevent sand wave formation (Baas et al., 2016).

Thus far, a linear sand wave model has been developed to investigate the interaction between sand wave formation and cohesive sediment presence (see Ploeg et al., 2024). In this assignment, we can use this model to systematically explore:

It should be noted that there is still some freedom in shaping the assignment. Additionally, the model development for this assignment has already been done. No major model development or programming is to be expected, although application of the model will still require some programming and math. Programming for this assignment is in MatLab.

References

Supervision

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