Difference between revisions of "Bioswales"
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For underground conveyance which promotes infiltration, see [[Exfiltration trenches]]. <br> | For underground conveyance which promotes infiltration, see [[Exfiltration trenches]]. <br> | ||
For design recommendations on grassed channels, see [[Enhanced grass swales]]. | For design recommendations on grassed channels, see [[Enhanced grass swales]]. | ||
− | + | ==Overview== | |
− | + | <strong>The fundamental components of a bioswale are:</strong> | |
− | + | *A graded channel | |
− | + | *Planting | |
− | + | *[[Bioretention: Filter media | Filter media]], to permit infiltration into the facility (not necessarily to soils below) | |
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<strong>Additional components may include:</strong> | <strong>Additional components may include:</strong> | ||
− | + | *[[Underdrain]] with clean out and inspection ports | |
− | + | *[[Liner|Impermeable membrane]] to prevent infiltration to soils below | |
− | + | *[[Check dams]] to facilitate short tern ponding | |
− | + | ==Planning considerations== | |
− | + | ||
− | + | ==Design== | |
+ | Swales: Sizing |
Revision as of 23:51, 4 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 design recommendations on grassed channels, see Enhanced grass swales.
Overview[edit]
The fundamental components of a bioswale are:
- A graded channel
- Planting
- Filter media, to permit infiltration into the facility (not necessarily to soils below)
Additional components may include:
- Underdrain with clean out and inspection ports
- Impermeable membrane to prevent infiltration to soils below
- Check dams to facilitate short tern ponding
Planning considerations[edit]
Design[edit]
Swales: Sizing