Difference between revisions of "Bioswales"
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==Design== | ==Design== | ||
Bioswales are sized as narrow linear [[bioretention cells]]. [[Drawdown times]] of bioswales are typically lower than other geometric configurations of bioretention facilities. | Bioswales are sized as narrow linear [[bioretention cells]]. [[Drawdown times]] of bioswales are typically lower than other geometric configurations of bioretention facilities. | ||
| + | '''[[Infiltration: Sizing and modeling]]''' | ||
| + | <h3>Materials</h3> | ||
| − | + | <h3>Planting</h3> | |
| + | {{:Bioretention: Planting design}} | ||
| + | {{Bioretention: Plant list}} | ||
Revision as of 20:20, 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 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]
Bioswales are sized as narrow linear bioretention cells. Drawdown times of bioswales are typically lower than other geometric configurations of bioretention facilities. Infiltration: Sizing and modeling
Materials
Planting
Bioretention: Planting design Template:Bioretention: Plant list