Abstract
Empirical formulations for the engineering prediction of equilibrium
scour depths, as well as time scales (for both scour and backfilling),
are re-visited for monopiles. Following prior work, it is argued on
physical grounds that dimensionless time scales ought to scale
proportionally to the Shields parameter raised to the −3/2
power, based on scaling common to numerous sediment transport rate
formulae. This is in contrast to stronger power dependence found in many
existing formulations based on laboratory experiments, which may become
unreliable when extrapolated to (storm/strong) field scales. In light
of this, existing data sets for scour and backfilling time scales are
re-analyzed. Novel parameterizations are developed for their prediction
which are in line with the argument above, while maintaining similar
coherency with existing data as in previous parameterizations.
Re-analysis of existing data sets for equilibrium scour depths is
likewise performed. An existing framework valid for slender monopiles is
extended to incorporate the so-called large monopile regime
(non-negligible diffraction), especially important e.g. for modern wind
turbine installations.
Original language | English |
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Article number | 104356 |
Journal | Coastal Engineering |
Volume | 185 |
ISSN | 0378-3839 |
DOIs | |
Publication status | Published - 2023 |
Keywords
- Backfilling
- Scour
- Sediment transport
- Time scale