ASDSO Dam Safety Toolbox

Headcuts in stream can lead to failure: Difference between revisions

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(Created page with "<div style= "text-align:center;">''Message: Address headcuts quickly''</div> ----</br> A headcut formed downstream of this Montana Dam. The outlet was relocated to the opposite side of the dam, away from the original channel. The discharge from the dam was forced to travel down a new channel, most likely causing the headcut. The dam could have been protected using a grade-control structure, which would have stopped the headcut from progressing. <gallery mode="slideshow...")
 
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<div style= "text-align:center;">''Message: Address headcuts quickly''</div>
[[Category:Existing Conditions Outlet Works]]
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''' ''Message: Address headcuts quickly'' '''


A headcut formed downstream of this Montana Dam. The outlet was relocated to the opposite side of the dam, away from the original channel. The discharge from the dam was forced to travel down a new channel, most likely causing the headcut. The dam could have been protected using a grade-control structure, which would have stopped the headcut from progressing.
A headcut formed downstream of this [[Montana]] Dam. The outlet was relocated to the opposite side of the dam, away from the original channel. The discharge from the dam was forced to travel down a new channel, most likely causing the headcut. The dam could have been protected using a grade-control structure, which would have stopped the headcut from progressing.


<gallery mode="slideshow">
<gallery mode="slideshow">
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</gallery>
</gallery>


''Note: The content on this page was originally created as part of DamOutletWorks.org (DOWL, 2018). It has subsequently been updated and reformatted as part of the Dam Safety Toolbox.''
[[Category:Example Pages]]
[[Category:Example Pages]]
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{{Revhistinf}}

Latest revision as of 00:22, 2 December 2022


Message: Address headcuts quickly

A headcut formed downstream of this Montana Dam. The outlet was relocated to the opposite side of the dam, away from the original channel. The discharge from the dam was forced to travel down a new channel, most likely causing the headcut. The dam could have been protected using a grade-control structure, which would have stopped the headcut from progressing.


Note: The content on this page was originally created as part of DamOutletWorks.org (DOWL, 2018). It has subsequently been updated and reformatted as part of the Dam Safety Toolbox.
Revision ID: 4691
Revision Date: 12/02/2022