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3 IDENTIFYING HAZARDS<br />

Figure 3‐54.<br />

Example DFIRM for a coastal area that shows the LiMWA<br />

SOURCE: FEMA 2008c<br />

A coastal FIS is completed with FEMA-specified techniques and procedures (see FEMA 2007) to determine<br />

mean water levels (stillwater elevation plus wave setup) and wave elevations along transects drawn perpendicular<br />

to the shoreline (see Figure 3-53). The determination of the 100-year mean water elevation (and elevations<br />

associated with other return intervals) is usually accomplished through the statistical analysis of historical<br />

tide and water level data, and/or by the use of numerical storm surge and wave models. Wave heights and<br />

elevations on land are computed from mean water level and topographic data with established procedures<br />

and models that account for wave dissipation by obstructions (e.g., sand dunes, buildings, vegetation) and<br />

wave regeneration across overland fetches.<br />

3-58 COASTAL CONSTRUCTION MANUAL

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