Difference between revisions of "Choker layer"
		
		
		
		
		
		Jump to navigation
		Jump to search
		
				
		
		
	
| Jenny Hill (talk | contribs)  (Created page with "<poem> A choking layer of ≥ 100 mm is the recommended method to prevent migration of finer filter media into an underlying reservoir of Reservoir gravel|coarse aggrega...") | Jenny Hill (talk | contribs)  m | ||
| Line 1: | Line 1: | ||
| − | + | 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 [[Reservoir gravel|coarse aggregate]]. | |
| − | |||
| Suitable materials include: | 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 | ;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.  | |
| − | |||
| [[category: materials]] | [[category: materials]] | ||
Revision as of 16:07, 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.