Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94): Difference between revisions
From ASDSO Dam Safety Toolbox
Rmanwaring (talk | contribs) No edit summary |
Rmanwaring (talk | contribs) No edit summary |
||
| Line 3: | Line 3: | ||
===Abstract=== | ===Abstract=== | ||
"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." | |||
===Link to Document=== | ===Link to Document=== | ||
| Line 9: | Line 10: | ||
===Previous Versions=== | ===Previous Versions=== | ||
2004 | |||
Revision as of 19:13, 14 April 2022
Selecting and Accommodating Inflow Design Floods for Dams
Abstract
"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."
Link to Document
Errata
Previous Versions
2004