| V2B1 Structural Stormwater Treatment System | |
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The V2B1’s compact design is wellsuited for space constrained and urban sites, where the installation of a larger stormwater treatment is impractical. Depending on state regulations, these devices are used by themselves, or as a pretreatment system in conjunction with other stormwater treatments. The V2B1 is a two-chambered system encased in two, shallow, pre-cast concrete storm drains in series. Each drain measures four feet in diameter. Stormwater enters the first drain, where a tangential inlet pipe creates a vortex and hydrodynamic separation for sediment removal. A four- to five-foot deep sump provides sediment storage. Stormwater then enters the second drain, where a floatables chamber containing a baffle wall traps floating oil and organic debris. An underflow opening beneath the baffle wall directs water to the outlet pipe. Maintenance requirements are similar to other hydrodynamic separators and include the periodic removal of solids by a vacuum truck. The unobstructed access and lack of moving parts enables easy maintenance. |
The V2B1’s first chamber [right] uses a hydraulic vortex to settle out particles, and then
allows clarified water to exit through a central drain into the second chamber [left], where
a baffle traps oil and organic debris.
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Category Type
Manhole Retrofi t
BMP Type
Manufactured Device
Design Source
Environment 21, LLC
Basic Dimensions
2 Manholes, Each 4 ft in Diameter
Depth Below Invert: 5.1 ft
Specifications
Catchment Area: 1/3 acre
Peak Flow: 1/3 cfs
Volume: 577 cf
Treatment Function
Physical
Cost Per Acre
$20,000
Maintenance Data
Maintenance Sensitivity: High
Inspections: High
Sediment Removal: High
The V2B1 treats stormwater through the hydrodynamic removal of sediment, followed by the skimming of floatables such as oil, grease, trash, and debris. In the first chamber, a hydraulic vortex settles out particles, and clarified stormwater exits through a central drain. In the second chamber, a baffle wall traps floatables such as trash and organic debris. (It can capture small volumes of oil or fuel spills when outfitted with a topmounted baffle.)
The primary contaminant addressed by hydrodynamic
separators is sediment. However,
comparable reductions are observed for zinc
and total petroleum hydrocarbons-diesel,
presumably as a result of binding to trapped
sediments. This treatment does not have a
storage volume and therefore has no peak flow
or volume reduction. Influent and effluent
hydrographs are the same. These devices must
receive frequent inspection and cleaning to
maintain effectiveness.