Difference between revisions of "Check dams"
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*The spacing of dams should not exceed the horizontal distance from the toe of the upstream dam to the same elevation on the downstream dam. | *The spacing of dams should not exceed the horizontal distance from the toe of the upstream dam to the same elevation on the downstream dam. | ||
*Where check dams are used, the maximum design depth of ponded water must be 0.5 m.}} | *Where check dams are used, the maximum design depth of ponded water must be 0.5 m.}} | ||
{{:Check dams: Sizing}} |
Revision as of 19:13, 21 September 2017
Check dams are small dams or weirs constructed across a drainage ditch, swale, or channel to lower the speed of concentrated flows for a certain design range of storm events and to promote infiltration.
- Check dams usually consist of crushed rock gabions, or pre-treated timber up to 0.6 m in height.
- Rocks used in check dams should have median diameter 25-75 mm.
- The spacing of dams should not exceed the horizontal distance from the toe of the upstream dam to the same elevation on the downstream dam.
- Where check dams are used, the maximum design depth of ponded water must be 0.5 m.