Difference between revisions of "Pretreatment"
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Pretreatment devices are often constructed in close association association with one or more [[inlets]]. Different configurations of each exist to accommodate any design. | |||
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==Overland sheet flow== | ==Overland sheet flow== | ||
The following pretreatements are recommended where sheet flow is being directed to a BMP (e.g. a [[Bioretention cells|bioretention cell]]) receiving flow from the edge of an impermeable surface such as an asphalt parking lot or a paved plaza: | The following pretreatements are recommended where sheet flow is being directed to a BMP (e.g. a [[Bioretention cells|bioretention cell]]) receiving flow from the edge of an impermeable surface such as an asphalt parking lot or a paved plaza: | ||
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==External links== | ==External links== | ||
*[https://www.cmhc-schl.gc.ca/en/inpr/su/waho/waho_015.cfm CMHC OGS Effectiveness Study] | *[https://www.cmhc-schl.gc.ca/en/inpr/su/waho/waho_015.cfm CMHC OGS Effectiveness Study] | ||
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This article is particularly heavy on proprietary systems and information. Please inform us of any omissions or broken links using the box below: | This article is particularly heavy on proprietary systems and information. Please inform us of any omissions or broken links using the box below: | ||
[[category: Pretreatment]] | [[category: Pretreatment]] |
Revision as of 01:26, 9 March 2018
Pretreatment devices are often constructed in close association association with one or more inlets. Different configurations of each exist to accommodate any design.
Overland sheet flow[edit]
The following pretreatements are recommended where sheet flow is being directed to a BMP (e.g. a bioretention cell) receiving flow from the edge of an impermeable surface such as an asphalt parking lot or a paved plaza:
A gravel diaphragm typically requires less setback between the catchment and the BMP. Where space permits, these three designs can be used in combination to even greater effect!
Concentrated overland flow[edit]
Where a curb cut, a disconnected downspout or a swale directs surface water to a point, increasing the flow rate, one or more of the following pretreatments should be considered:
- Forebays (well suited for bioretention cells)
- Sand filters (well suited for underground infiltration)
- Screens and racks
- Also see stone for erosion control at inlets.
Concentrated underground flow[edit]
This type of pretreatement is dominated by proprietary systems, some of which have undergone verification under the Environmental Technology Verification (ETV) program.
Type | Description | ETV products | Other products (not verified) |
---|---|---|---|
OGS Baffles | Baffles slow flow, encouraging larger, heavier particles to drop out of the water column. A skimmer may also trap floating debris, oils and grease. | - | SAFL baffle |
Hydrodynamic OGS | The shape causes rapidly flowing water to form a vortex which forces the larger, heavier particles are outwards and downwards into a lower chamber. Floating debris, oils and grease are trapped behind a baffle or in small tank area, towards the top of the main vortex chamber | CDS | Stormceptor |
Cartridge filters | Uses advanced membrane technology adopted from water treatment plants. | - | Jellyfish filter |
Catchbasin inserts | Great for improving water quality in retrofit situations | CB Shield | Snout |
External links[edit]
--- This article is particularly heavy on proprietary systems and information. Please inform us of any omissions or broken links using the box below: