Difference between revisions of "Pretreatment"

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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 two designs can be used in combination to even greater effect!
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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!
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==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]]
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- Also see [[stone]] for erosion control at inlets.
  
 
==Concentrated underground flow==
 
==Concentrated underground flow==

Revision as of 20:53, 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:

- 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.

Inline pretreatment options
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

Downstream defender SDD

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: