ASDSO Dam Safety Toolbox

Impact Basin Examples: Difference between revisions

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[[Category:Accounting for Energy Dissipation Outlet Works]]
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''Message: Examples of a Impact Basins''
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Energy dissipation in an impact basin is accomplished through the turbulence created by the loss of momentum as flow entering the basin impacts a baffle, and the direction of the flow is changed. At high flow, further dissipation is produced as water builds up behind the baffle to form a highly turbulent backwater zone.
Energy dissipation in an impact basin is accomplished through the turbulence created by the loss of momentum as flow entering the basin impacts a baffle, and the direction of the flow is changed. At high flow, further dissipation is produced as water builds up behind the baffle to form a highly turbulent backwater zone.
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File:IB1.jpg|Type VI Impact Basin Structure (image courtesy www.precon.ca)
File:IB1.jpg|Type VI Impact Basin Structure (image courtesy www.precon.ca)
File:IB2.jpg|Type VI Impact Basin Structure (image courtesy www.precon.ca)
File:IB2.jpg|Type VI Impact Basin Structure (image courtesy www.precon.ca)
File:IB3.jpg|Construction of Type VI Impact Basin structure (image courtesy www.precon.ca)
File:IB3.jpg|[[Construction]] of Type VI Impact Basin structure (image courtesy www.precon.ca)
File:IB4.jpg|Layout for a Type VI Impact Basin
File:IB4.jpg|Layout for a Type VI Impact Basin
File:IB5.jpg|Impact Basin with flow being discharged.
File:IB5.jpg|Impact Basin with flow being discharged.

Revision as of 03:26, 2 December 2022


Energy dissipation in an impact basin is accomplished through the turbulence created by the loss of momentum as flow entering the basin impacts a baffle, and the direction of the flow is changed. At high flow, further dissipation is produced as water builds up behind the baffle to form a highly turbulent backwater zone.

The type VI impact basin is a relatively small structure with highly efficient energy dissipation characteristics. This type of energy dissipation structure does not require tailwater control.


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: 4758
Revision Date: 12/02/2022