Difference between revisions of "Bioswales"
Jump to navigation
Jump to search
Jenny Hill (talk | contribs) |
Jenny Hill (talk | contribs) |
||
Line 2: | Line 2: | ||
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) | |||
<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