Difference between revisions of "Pipes"
Jump to navigation
Jump to search
Jenny Hill (talk | contribs) m |
Jenny Hill (talk | contribs) m |
||
Line 11: | Line 11: | ||
<gallery> | <gallery> | ||
Perforated Pipe 550x550.jpg|Pipe with slotted perforations | Perforated Pipe 550x550.jpg|Pipe with slotted perforations | ||
− | Pipe with connector.jpg| | + | Pipe with connector.jpg|Perforated pipes awaiting installation, note the 30 degree connector used to facilitate maintenance. |
</gallery> | </gallery> | ||
See also: [[flow through perforated pipe]] | See also: [[flow through perforated pipe]] | ||
---- | ---- | ||
[[Category:Materials]] | [[Category:Materials]] |
Revision as of 13:38, 14 March 2018
Perforated pipes are a common component of underdrains, infiltration trenches and exfiltration trenches.
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.
- Smooth interior facilitates inspection and maintenance activities; internal corrugations can cause cameras or hydrojetting apparatus to become snagged.
- 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.
- A perforated pipe with many rectangular slots has better drainage characteristics than a pipe with similar open area provided by fewer circular holes [1].
- Non-perforated pipes should be used for conveyance to and away from the facility, including overflow.
See also: flow through perforated pipe
- ↑ Hazenberg, G., and U. S. Panu (1991), Theoretical analysis of flow rate into perforated drain tubes, Water Resour. Res., 27(7), 1411–1418, doi:10.1029/91WR00779.