Minor Structures for the Improvement of Wave Disturbance in a Small Harbor

<div>Comparison of the reflection coefficient <i>K</i><sub>r</sub> for plane, dentated, and serrated vertical seawalls. Different periods are shown corresponding to <i>d/L</i><sub>p</sub> = 0.09; 0.15; 0.45 and <i>H</i><sub>s</sub><i>/d</i> = 0.14. (adapted from [<a href="/journals/ace/2018/9247407/#B5">5</a>]).</div>

Advances in Civil Engineering

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Figure 1

Figure 1: Minor Structures for the Improvement of Wave Disturbance in a Small Harbor 