Difference between revisions of "Pretreatment"
| Jenny Hill (talk | contribs) | Jenny Hill (talk | contribs)  m | ||
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| *[[Vegetated filter strips]] | *[[Vegetated filter strips]] | ||
| *[[Level spreaders]] | *[[Level spreaders]] | ||
| − | A gravel diaphragm typically requires less setback between the catchment and the BMP.  Where space permits, these  | + | 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== | ==Concentrated overland flow== | ||
| Where a [[Curb cuts| curb cut]], [[Downspout disconnection| a disconnected downspout]] or a [[Swales| swale]] directs surface water to a point, increasing the flow rate, one or more of the following pretreatments should be considered: | Where a [[Curb cuts| curb cut]], [[Downspout disconnection| a disconnected downspout]] or a [[Swales| swale]] directs surface water to a point, increasing the flow rate, one or more of the following pretreatments should be considered: | ||
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| *[[Sand filters]] (well suited for underground [[infiltration]]) | *[[Sand filters]] (well suited for underground [[infiltration]]) | ||
| *[[Screens and racks]] | *[[Screens and racks]] | ||
| + | - Also see [[stone]] for erosion control at inlets. | ||
| ==Concentrated underground flow== | ==Concentrated underground flow== | ||
Revision as of 16:53, 6 March 2018
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: