Reservoir Rim Stability: Difference between revisions
From ASDSO Dam Safety Toolbox
No edit summary |
No edit summary |
||
| Line 4: | Line 4: | ||
---- | ---- | ||
<!-- Introductory paragraph or topic page summary --> | <!-- Introductory paragraph or topic page summary --> | ||
The [[stability]] of the reservoir rim and surrounding hillsides should be assessed during design and monitored during and after [[construction]]. In some instances, filling of a reservoir causes instabilities in the reservoir rim. In extreme cases, these instabilities have proven disastrous to the safety of the dam and reservoir. | |||
==Examples== | ==Examples== | ||
Revision as of 06:50, 14 December 2022
The stability of the reservoir rim and surrounding hillsides should be assessed during design and monitored during and after construction. In some instances, filling of a reservoir causes instabilities in the reservoir rim. In extreme cases, these instabilities have proven disastrous to the safety of the dam and reservoir.
Examples
Learn about the disastrous landslide into the reservoir at Vajont Dam (DamFailures.org)
Citations:
Revision ID: 5608
Revision Date: 12/14/2022