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Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94): Difference between revisions

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__NOTOC__
{{References Template
==Selecting and Accommodating Inflow Design Floods for Dams==
 
===Abstract===
|author=  
===Link to Document===
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===Errata===
Federal Emergency Management Agency
===Previous Versions===
 
|date=
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2013
 
|picture=  
<!--create a file below in format File:example.png, then add picture to that file-->
File:FEMA94.png
 
|link=  
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https://damtoolbox.org/images/3/34/Fema_dam-safety_inflow-designs_P-94.pdf
 
|abstract=  
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The main objectives of these guidelines are to recommend appropriate procedures for selecting and accommodating the Inflow Design Flood based on current and accepted practices and to promote a reasonable degree of consistency and uniformity among state and federal agencies. Appropriate selection of the Inflow Design Flood is the first step in evaluating and designing a dam to address hydrologic potential failure modes and reduce risks to the public.
 
|versions=  
<!-- Add years (and links if available) of previous versions below. To add a link use the format [link.com 2004] -->
[https://damtoolbox.org/images/6/60/FEMA94%282004%29.pdf 2004]
 
|errata=  
<!-- Add errata below with links if available-->
None
}}

Latest revision as of 20:55, 16 December 2022

Federal Emergency Management Agency, 2013



The main objectives of these guidelines are to recommend appropriate procedures for selecting and accommodating the Inflow Design Flood based on current and accepted practices and to promote a reasonable degree of consistency and uniformity among state and federal agencies. Appropriate selection of the Inflow Design Flood is the first step in evaluating and designing a dam to address hydrologic potential failure modes and reduce risks to the public.


Document Download:

2013 (current)
2004


Errata/Special Notes:

None



Revision ID: 5838
Revision Date: 12/16/2022