FIS 3.2 – Coastal Hydraulic Analyses: Wave Runup Analysis Computer Program Used
This section identifies and describes the wave runup program used and how results were incorporated into the base flood elevations. When appropriate, this section will also include a description of the wave runup analysis and the conditions where wave runup can occur (i.e. abrupt slope or bluff).
Hypothetical slope determining wave runup on composite profiles. Shows Limit of Wave Runup, hypothetical slope, Breaker depth, and Stillwater elevation.