Difference between revisions of "Enhanced grass swales"
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*[[Grasses| Resilient turf grass]] | *[[Grasses| Resilient turf grass]] | ||
*[[Check dams]], to facilitate short term ponding | *[[Check dams]], to facilitate short term ponding | ||
'''Additional components may include:''' | '''Additional components may include:''' | ||
*[[Absorbent landscapes| Amended soil]], to increase infiltration to soils below | *[[Absorbent landscapes| Amended soil]], to increase infiltration to soils below | ||
*[[Liner|Impermeable membrane]], to prevent infiltration to soils below | *[[Liner|Impermeable membrane]], to prevent infiltration to soils below | ||
*[[Turf reinforcement]], to prevent scour | *[[Turf reinforcement]], to prevent scour | ||
==Design== | |||
*Minimum residence time of 5 minutes. | |||
*Maximum flow velocity 0.3 m/s | |||
*Bottom width between 0.6 - 2.4 m | |||
*Minimum length 30 m | |||
{|class="wikitable" | |||
|+ Slope variations | |||
|- | |||
|< 2 %||Use underdrain to distribute water for infiltration | |||
|- | |||
|2 - 5 %||Design swale for surface flow, consider check dams | |||
|- | |||
||5 %||Check dams required to reduce effective slope to 2 – 3 % | |||
|} | |||
Maximum depth of flow | |||
1/3 height of vegetation for infrequently mown swales. | |||
½ height of grass for regularly mown swales, to maximum of 75 mm. |
Revision as of 23:20, 7 September 2017
This article is about installations designed to capture and convey surface runoff along a vegetated channel, whilst also promoting infiltration.
For underground conveyance which promotes infiltration, see Exfiltration trenches.
For conveyance along planted channels, on both surface and underground, see Bioswales.
Overview[edit]
The fundamental components of an enhanced grassed swale are:
- Graded channel
- Resilient turf grass
- Check dams, to facilitate short term ponding
Additional components may include:
- Amended soil, to increase infiltration to soils below
- Impermeable membrane, to prevent infiltration to soils below
- Turf reinforcement, to prevent scour
Design[edit]
- Minimum residence time of 5 minutes.
- Maximum flow velocity 0.3 m/s
- Bottom width between 0.6 - 2.4 m
- Minimum length 30 m
< 2 % | Use underdrain to distribute water for infiltration |
2 - 5 % | Design swale for surface flow, consider check dams |
5 % | Check dams required to reduce effective slope to 2 – 3 % |
Maximum depth of flow 1/3 height of vegetation for infrequently mown swales. ½ height of grass for regularly mown swales, to maximum of 75 mm.