Developing BFEs for Approximate Zone A Areas
| Detailed methods for developing BFEs include: - Topography
- Field surveys must reference same datum used to produce FIRM.
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Assumed datum may be used but it may not be sufficient to revise a FIRM
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One or more cross sections may be required
- Hydrology
- Methods include discharge-drainage area relationships, regression equations, TR-55, rational formula, and other hydrograph methods
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A list of hydrologic models accepted by FEMA can be found at https://www.fema.gov/hydrologic-models-meeting-minimum-requirement-national-flood-insurance-program
- Hydraulics
- Methods include normal depth, critical depth, step-backwater, and calculations for the impact of hydraulic structures
- A list of hydraulic models accepted by FEMA can be found at http://www.fema.gov/hydraulic-numerical-models-meeting-minimum-requirement-national-flood-insurance-program
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