Difference between revisions of "Choker layer"
Jump to navigation
Jump to search
Jenny Hill (talk | contribs) m |
Jenny Hill (talk | contribs) m |
||
Line 8: | Line 8: | ||
:Rounded natural aggregate, screened between 5 - 15 mm, and washed free from fines. | :Rounded natural aggregate, screened between 5 - 15 mm, and washed free from fines. | ||
In most scenarios, a [[geotextile]] layer is unnecessary and have been associated with rapid decline and clogging in some circumstances. | In most scenarios, a [[geotextiles|geotextile]] layer is unnecessary and have been associated with rapid decline and clogging in some circumstances. | ||
[[category: materials]] | [[category: materials]] |
Revision as of 20:08, 5 March 2018
In bioretention systems a choking layer of ≥ 100 mm is the recommended method to prevent migration of finer filter media into an underlying reservoir of coarse aggregate. Suitable materials include:
- High performance bedding (HPB)
- Clean, angular aggregate screened to between 6 - 10 mm. Widely available and designed specifically for drainage applications. Free from fines by definition.
- HL 6
- Is a clean, angular aggregate screened between 10 - 20 mm. Free from fines by definition.
- Pea Gravel
- Rounded natural aggregate, screened between 5 - 15 mm, and washed free from fines.
In most scenarios, a geotextile layer is unnecessary and have been associated with rapid decline and clogging in some circumstances.