Investigating the Response Amplitude Operator of a Heaving Pontoon under the Influence of a Submerged Trapezoidal Breakwater

<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 class="align_left">Dimensions</td><td class="align_center">Value (in meter)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Length of flume (<i>L</i>)</td><td class="align_center">63.0</td></tr><tr><td class="align_left">Water depth (<i>h</i>)</td><td class="align_center">1.25</td></tr><tr><td class="align_left">Height of pontoon (<i>d</i>)</td><td class="align_center">0.25</td></tr><tr><td class="align_left">Half-breath of pontoon (<i>b</i>)</td><td class="align_center">0.25</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Dimensions of the considered flume and heaving pontoon.</div>

Advances in Civil Engineering

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Table 2

Table 2: Investigating the Response Amplitude Operator of a Heaving Pontoon under the Influence of a Submerged Trapezoidal Breakwater 