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.