Difference between revisions of "Pipes"

From LID SWM Planning and Design Guide
Jump to navigation Jump to search
Line 1: Line 1:
<div class="col-md-8">
<div class="col-md-8">
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.  
**Where freezing is a concern, horizontal underdrain pipes should be over-sized to a minimum 200 mm diameter.  
**Where freezing is a concern, horizontal underdrain pipes should be over-sized to a minimum 200 mm diameter.  
**Perforations should be 10 mm in diameter and distributed at least every 90 deg around the pipe.
**Perforations should be made on all sides of the pipe and provide a ≥ 1 m<sup>2</sup> of open area per linear meter of pipe.
*All underdrains should be capped on the upstream end.
*All underdrains should be capped on the upstream end.
*At least one vertical well per BMP is recommended, for inspection and monitoring water level.  
*At least one vertical well per BMP is recommended, for inspection and monitoring water level.  

Revision as of 20:01, 18 July 2017

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).

<panelSuccess>

</panelSuccess>