Estimation of Irregular Wave Runup on Intermediate and Reflective Beaches Using a Phase-Resolving Numerical Model

被引:10
作者
Pinault, Jonas [1 ]
Morichon, Denis [1 ]
Roeber, Volker [1 ]
机构
[1] Univ Pau & Pays Adour, E2S UPPA, SIAME, F-64600 Anglet, France
关键词
Boussinesq-type model; wave runup; LiDAR scanner; SHALLOW-WATER; VULNERABILITY ASSESSMENT; COASTAL INUNDATION; CLIMATE-CHANGE; IMPACT; SWASH; STEEP; PARAMETERIZATION; INTEGRATION; SETUP;
D O I
10.3390/jmse8120993
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Accurate wave runup estimations are of great interest for coastal risk assessment and engineering design. Phase-resolving depth-integrated numerical models offer a promising alternative to commonly used empirical formulae at relatively low computational cost. Several operational models are currently freely available and have been extensively used in recent years for the computation of nearshore wave transformations and runup. However, recommendations for best practices on how to correctly utilize these models in computations of runup processes are still sparse. In this work, the Boussinesq-type model BOSZ is applied to calculate runup from irregular waves on intermediate and reflective beaches. The results are compared to an extensive laboratory data set of LiDAR measurements from wave transformation and shoreline elevation oscillations. The physical processes within the surf and swash zones such as the transfer from gravity to infragravity energy and dissipation are accurately accounted for. In addition, time series of the shoreline oscillations are well captured by the model. Comparisons of statistical values such as R2% show relative errors of less than 6%. The sensitivity of the results to various model parameters is investigated to allow for recommendations of best practices for modeling runup with phase-resolving depth-integrated models. While the breaking index is not found to be a key parameter for the examined cases, the grid size and the threshold depth, at which the runup is computed, are found to have significant influence on the results. The use of a time series, which includes both amplitude and phase information, is required for an accurate modeling of swash processes, as shown by computations with different sets of random waves, displaying a high variability and decreasing the agreement between the experiment and the model results substantially. The infragravity swash SIG is found to be sensitive to the initial phase distribution, likely because it is related to the short wave envelope.
引用
收藏
页码:1 / 23
页数:23
相关论文
共 62 条
[1]  
[Anonymous], 2001, Data analysis methods in physical oceanography, DOI [10.1016/B978-044450756-3/50006-X, DOI 10.1016/B978-044450756-3/50006-X]
[2]  
[Anonymous], 1894, London, Edinburgh, and Dublin Phil. Magaz. J. of Science, DOI DOI 10.1080/14786449408620643
[3]   Assessment of runup predictions by empirical models on non-truncated beaches on the south-east Australian coast [J].
Atkinson, Alexander L. ;
Power, Hannah E. ;
Moura, Theo ;
Hammond, Tim ;
Callaghan, David P. ;
Baldock, Tom E. .
COASTAL ENGINEERING, 2017, 119 :15-31
[4]  
Battjes J.A., 1974, Proceedings of the 14th International Coastal Engineering Conference, V, P446
[5]  
Blenkinsopp C., 2019, P HYDRALAB JOINT US
[6]   Measurements of the time-varying free-surface profile across the swash zone obtained using an industrial LIDAR [J].
Blenkinsopp, C. E. ;
Mole, M. A. ;
Turner, I. L. ;
Peirson, W. L. .
COASTAL ENGINEERING, 2010, 57 (11-12) :1059-1065
[7]   Lidar and Pressure Measurements of Inner-Surfzone Waves and Setup [J].
Brodie, K. L. ;
Raubenheimer, B. ;
Elgar, Steve ;
Slocum, R. K. ;
McNinch, J. E. .
JOURNAL OF ATMOSPHERIC AND OCEANIC TECHNOLOGY, 2015, 32 (10) :1945-1959
[8]  
da Silva GV, 2017, BRAZ J OCEANOGR, V65, P187, DOI [10.1590/S1679-87592017133706502, 10.1590/s1679-87592017133706502]
[9]   Beach steepness effects on nonlinear infragravity-wave interactions: A numerical study [J].
de Bakker, A. T. M. ;
Tissier, M. F. S. ;
Ruessink, B. G. .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2016, 121 (01) :554-570
[10]   Simulating wave runup on an intermediate-reflective beach using a wave-resolving and a wave-averaged version of XBeach [J].
de Beer, A. F. ;
McCall, R. T. ;
Long, J. W. ;
Tissier, M. F. S. ;
Reniers, A. J. H. M. .
COASTAL ENGINEERING, 2021, 163