## A numerical study of nonlinear wave run-up on a vertical plate

Publication: Research - peer-review › Journal article – Annual report year: 2006

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**A numerical study of nonlinear wave run-up on a vertical plate.** / Jamois, Eric; Fuhrman, David R.; Bingham, Harry; Molin, Bernard.

Publication: Research - peer-review › Journal article – Annual report year: 2006

### Harvard

*Coastal Engineering*, vol 53, no. 11, pp. 929-945., 10.1016/j.coastaleng.2006.06.004

### APA

*Coastal Engineering*,

*53*(11), 929-945. 10.1016/j.coastaleng.2006.06.004

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### MLA

*Coastal Engineering*. 2006, 53(11). 929-945. Available: 10.1016/j.coastaleng.2006.06.004

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TY - JOUR

T1 - A numerical study of nonlinear wave run-up on a vertical plate

A1 - Jamois,Eric

A1 - Fuhrman,David R.

A1 - Bingham,Harry

A1 - Molin,Bernard

AU - Jamois,Eric

AU - Fuhrman,David R.

AU - Bingham,Harry

AU - Molin,Bernard

PB - Elsevier BV

PY - 2006

Y1 - 2006

N2 - A finite difference model based on a recently derived highly-accurate Boussinesq-type formulation is presented. Up to the third-order space derivatives in terms of the velocity variables are retained, and the horizontal velocity variables are re-formulated in terms of a velocity potential. This decreases the total number of unknowns in two horizontal dimensions from seven to five, simplifying the implementation, and leading to increased computational efficiency. Analysis of the embedded properties demonstrates that the resulting model has applications with errors of 2 to 3% for (wavenumber times depth) kh $LSEQ 10 in terms of dispersion and kh $LSEQ 4 in terms of internal kinematics. The stability and accuracy of the discrete linearised systems are also analysed for both potential and velocity formulations and the advantages and disadvantages of each are discussed. The velocity potential model is then used to study physically demanding problems involving highly nonlinear wave run-up on a bottom-mounted (surface-piercing) plate. New cases involving oblique incidence are considered. In all cases, comparisons with recent physical experiments demonstrate good quantitative accuracy, even in the most demanding cases, where the local wave steepness can exceed (waveheight divided by wavelength) H / L = 0.20. The velocity potential model is additionally shown to have numerical advantages when dealing with wave-structure interactions, requiring less smoothing around exterior structural corners.

AB - A finite difference model based on a recently derived highly-accurate Boussinesq-type formulation is presented. Up to the third-order space derivatives in terms of the velocity variables are retained, and the horizontal velocity variables are re-formulated in terms of a velocity potential. This decreases the total number of unknowns in two horizontal dimensions from seven to five, simplifying the implementation, and leading to increased computational efficiency. Analysis of the embedded properties demonstrates that the resulting model has applications with errors of 2 to 3% for (wavenumber times depth) kh $LSEQ 10 in terms of dispersion and kh $LSEQ 4 in terms of internal kinematics. The stability and accuracy of the discrete linearised systems are also analysed for both potential and velocity formulations and the advantages and disadvantages of each are discussed. The velocity potential model is then used to study physically demanding problems involving highly nonlinear wave run-up on a bottom-mounted (surface-piercing) plate. New cases involving oblique incidence are considered. In all cases, comparisons with recent physical experiments demonstrate good quantitative accuracy, even in the most demanding cases, where the local wave steepness can exceed (waveheight divided by wavelength) H / L = 0.20. The velocity potential model is additionally shown to have numerical advantages when dealing with wave-structure interactions, requiring less smoothing around exterior structural corners.

UR - http://www.sciencedirect.com/science?_ob=ArticleURL&_udi=B6VCX-4KKWVSG-1&_coverDate=11%2F30%2F2006&_alid=492798503&_rdoc=1&_fmt=&_orig=search&_qd=1&_cdi=5966&_sort=d&view=c&_acct=C000050221&_version=1&_urlVersion=0&_userid=10&md5=7b0df7c3bca160032317923b4e56a469

U2 - 10.1016/j.coastaleng.2006.06.004

DO - 10.1016/j.coastaleng.2006.06.004

JO - Coastal Engineering

JF - Coastal Engineering

SN - 0378-3839

IS - 11

VL - 53

SP - 929

EP - 945

ER -