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

<table>Physical and numerical paddle displacements for wave case 1 defined by <svg height="11.375" id="M47" style="vertical-align:-0.1638pt" version="1.1" viewbox="0 0 62.8125 11.375" width="62.8125" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg> m and <svg height="11.825" id="M48" style="vertical-align:-0.1638pt" version="1.1" viewbox="0 0 59.224998 11.825" width="59.224998" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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t37 -4h417q23 0 33.5 5t25.5 21h23z" id="x1D447"></path></g><g transform="matrix(.017,-0,0,-.017,16.092,11.55)"><use xlink:href="#x3D"></use></g><g transform="matrix(.017,-0,0,-.017,30.796,11.55)"><path d="M384 0h-275v27q67 5 81.5 18.5t14.5 68.5v385q0 38 -7.5 47.5t-40.5 10.5l-48 2v24q85 15 178 52v-521q0 -55 14.5 -68.5t82.5 -18.5v-27z" id="x31"></path></g><g transform="matrix(.017,-0,0,-.017,38.956,11.55)"><use xlink:href="#x2E"></use></g><g transform="matrix(.017,-0,0,-.017,42.831,11.55)"><path d="M153 550l-26 -186q79 31 111 31q90 0 141.5 -51t51.5 -119q0 -93 -89 -166q-85 -69 -173 -71q-32 0 -61.5 11.5t-41.5 23.5q-18 17 -17 34q2 16 22 33q14 9 26 -1q61 -50 124 -50q60 0 93 43.5t33 104.5q0 69 -41.5 110t-121.5 41q-53 0 -102 -20l38 305h286l6 -8
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</svg> s.</table>

Journal of Applied Mathematics

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Figure 2

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