Parametrizing nonlinearity in orbital velocity at fetch-limited, low-energy beaches

被引:1
作者
van der Lugt, M. A. [1 ,2 ]
de Schipper, M. A. [1 ]
Reniers, A. J. H. M. [1 ]
Ruessink, B. G. [3 ]
机构
[1] Delft Univ Technol, Fac Civil Engn, Dept Hydraul Engn, POB 5048, NL-2600 GA Delft, Netherlands
[2] Deltares, Dept Appl Morphodynam, POB 177, NL-2600 MH Delft, Netherlands
[3] Univ Utrecht, TC Utrecht, Fac Geosci, Dept Phys Geog, POB 80-115, NL-3508 TC Utrecht, Netherlands
关键词
Wave shape; Wave nonlinearity; Sheltered beaches; Low-energy; Fetch-limited; Sea state classification; INDUCED SEDIMENT TRANSPORT; BREAKING WAVES; MODEL; PARAMETERIZATION; VALIDATION; WATER;
D O I
10.1016/j.coastaleng.2024.104602
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Wave nonlinearity plays an important role in cross-shore beach morphodynamics and is often parameterized in engineering-type morphodynamic models through a nonlinear relationship with the Ursell number. It is not evident that the relationship established in previous studies also holds for sheltered sites with fetch-limited seas as they are more prone to effects of local winds and currents, the waves are generally steeper, and the beaches are typically reflective. This study investigates near-bed orbital velocity nonlinearity from wave records collected at two sheltered beaches in The Netherlands and contrasts them to earlier observations made along the exposed, wave-dominated North Sea coast. Our observations at sheltered beaches show that the Ursell number has comparable skill in predicting wave nonlinearity as it has on previously studied exposed coasts. However, the orbital velocities at sheltered coasts are more asymmetric for the same Ursell number than on exposed coasts. When exposed coast data were examined for moments with comparable high-steepness waves, a similar effect on asymmetry was observed. In addition, following and opposing winds were found to have a clear relationship with total nonlinearity, while they did not affect the phase between skewness and asymmetry at the sheltered beaches. Refitting the free parameters of an Ursell-based predictor improved the bias for the asymmetry parameterization. Whether this has implications for modeling of the magnitude of wave-nonlinearity-driven sediment transport using engineering type models is strongly dependent on the sediment transport formulation used, as these formulations depend on additional calibration coefficients too.
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页数:12
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