Difference between revisions of "Pipes"
Jump to navigation
Jump to search
Jenny Hill (talk | contribs) |
Jenny Hill (talk | contribs) m |
||
Line 1: | Line 1: | ||
[[File:Perforated Pipe 550x550.jpg|thumb]] | [[File:Perforated Pipe 550x550.jpg|thumb]] | ||
+ | [[File:Perforations.png|thumb|Pipes are available with perforations on just one side, these should be situated on the lower half of the pipe. Pipes with 360° perforations should have a strip of geotextile or membrane placed over the pipe to reduce the migration of fines from overlying media.]] | ||
+ | |||
Pipes should have been manufactured in conformity with the latest standards by the Canadian Standards Association (CSA) or ASTM International. | Pipes should have been manufactured in conformity with the latest standards by the Canadian Standards Association (CSA) or ASTM International. | ||
*Perforated pipes should be continuously perforated, smooth interior HDPE (or equivalent material) with a minimum inside diameter of 100 mm. | *Perforated pipes should be continuously perforated, smooth interior HDPE (or equivalent material) with a minimum inside diameter of 100 mm. |
Revision as of 14:13, 21 February 2018
Pipes should have been manufactured in conformity with the latest standards by the Canadian Standards Association (CSA) or ASTM International.
- Perforated pipes should be continuously perforated, smooth interior HDPE (or equivalent material) with a minimum inside diameter of 100 mm.
- Where freezing is a concern, horizontal underdrain pipes should be over-sized to a minimum 200 mm diameter.
- Perforations should be made on all sides of the pipe and provide a ≥ 1 m2 of open area per linear meter of pipe.
- All underdrains should be capped on the upstream end.
- At least one vertical well per BMP is recommended, for inspection and monitoring water level.
- Well(s), of 100 - 150 mm diameter perforated pipe, should extend to the bottom of the facility.
- Where a horizontal underdrain is being installed, an upstream and a downstream well should be coupled to the underdrain pipe. The pair of wells can then be used to flush out the length of underdrain if required.
- The exposed tops of all wells should be fitted with lockable caps.
- Non-perforated pipes should be used for conveyance to and away from the facility, including overflow.
- To function correctly, the capacity of the overflow pipes must be greater than the inlet(s).