Difference between revisions of "Pretreatment"
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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: | ||
*[[Level spreaders]] | |||
*[[Gravel diaphragms]] | *[[Gravel diaphragms]] | ||
*[[Vegetated filter strips]] | *[[Vegetated filter strips]] | ||
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! | 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! | ||
Revision as of 01:59, 15 July 2020
Pretreatment devices may be 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:
- Pretreatment features (well suited for bioretention cells)
- Sand filters (well suited for underground infiltration)
- 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. | ||
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 | ||
Cartridge filters | Uses advanced membrane technology adopted from water treatment plants. | ||
Catchbasin inserts | Great for improving water quality in retrofit situations |
This article is particularly heavy on proprietary systems and information. Please inform us of any omissions or broken links using the box below: