Difference between revisions of "Pretreatment"
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==Concentrated overland flow== | ==Concentrated overland flow== | ||
Where a [[Curb cuts| curb cut]], [[Downspout disconnection| a disconnected roof downspout]] | Where a [[Curb cuts| curb cut]], [[Downspout disconnection| a disconnected roof downspout]] pipe, [[Swales| swale]], trench drain, side inlet catch basin or other pre-fabricated inlet structure collects and conveys runoff as concentrated overland flow, which increases the flow rate, one or more of the following pretreatment features should be considered: | ||
*[[Pretreatment features| Forebays]] (well suited for bioretention cells) | * Catch basin or other inlet structure sump; | ||
*[[Sand filters]] (well suited for underground [[infiltration]]) | * [[Level spreader]]; | ||
*[[Pretreatment features| Forebays]] (well suited for bioretention cells); | |||
* [[Stone]] and geotextile filter: A shallow excavation on the filter media bed surface at the inlet, lined with geotextile and rip rap or decorative stone cover; and, | |||
*[[Sand filters]] (well suited for underground [[infiltration]]). | |||
==Concentrated underground flow== | ==Concentrated underground flow== |
Revision as of 02:31, 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 pretreatement features are recommended where surface 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 roof downspout pipe, swale, trench drain, side inlet catch basin or other pre-fabricated inlet structure collects and conveys runoff as concentrated overland flow, which increases the flow rate, one or more of the following pretreatment features should be considered:
- Catch basin or other inlet structure sump;
- Level spreader;
- Forebays (well suited for bioretention cells);
- Stone and geotextile filter: A shallow excavation on the filter media bed surface at the inlet, lined with geotextile and rip rap or decorative stone cover; and,
- Sand filters (well suited for underground infiltration).
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: