Simulation of Wave Overtopping of Maritime Structures in a Numerical Wave Flume

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td align="left">Free surface sensor</td><td align="center">Wave maker distance (<svg height="7.9499998" id="M22" style="vertical-align:-0.1638pt" version="1.1" viewbox="0 0 13.5375 7.9499998" width="13.5375" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,7.675)"><path d="M766 88q-40 -45 -83.5 -72.5t-63.5 -27.5q-39 0 -16 103l49 224q15 68 -10 68q-36 0 -112.5 -78.5t-105.5 -133.5q-27 -101 -38 -165q-35 -4 -77 -18l-6 6q42 153 70 288q12 55 10 78t-19 23q-38 0 -114 -80.5t-101 -131.5q-24 -68 -41 -165q-36 -3 -76 -18l-8 6
q56 202 87 347q7 33 -3 33q-8 0 -31.5 -17.5t-41.5 -35.5l-12 28q42 45 84 72t63 27q44 0 10 -124l-20 -75h2q92 121 193 178q36 21 64 21q62 0 28 -159l-8 -37h2q50 67 103.5 112t94.5 65q39 19 62 19q60 0 23 -156l-45 -189q-9 -39 2 -39q17 0 71 49z" id="x1D45A"></path></g>
</svg>)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td align="left">WG0</td><td align="center">3.00</td></tr><tr><td align="left">WG1</td><td align="center">6.60</td></tr><tr><td align="left">WG2</td><td align="center">6.95</td></tr><tr><td align="left">WG3</td><td align="center">7.42</td></tr><tr><td align="left">WG4</td><td align="center">8.69</td></tr><tr><td align="left">WG5</td><td align="center">8.79</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Free-surface sensor positions (see Figure  <a href="../fig1/">1</a>).

Journal of Applied Mathematics

tab2

Table 2

Table 2: Simulation of Wave Overtopping of Maritime Structures in a Numerical Wave Flume 