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Hydrodynamic devices are designed to remove solids, oil/grease, floatables and other debris from stormwater runoff through gravitational trapping of pollutants. They are typically used in combination with other structural BMPs, such as a pre-treatment device. | Hydrodynamic devices are designed to remove solids, oil/grease, floatables and other debris from stormwater runoff through gravitational trapping of pollutants. They are typically used in combination with other structural BMPs, such as a pre-treatment device. | ||
− | [[file:Image of hydrodynamic device 1.png|thumb|500px|alt=Schematic hydrodynamic device Courtesy of Minneapolis Public Works | + | [[file:Image of hydrodynamic device 1.png|thumb|500px|alt=Schematic hydrodynamic device Courtesy of Minneapolis Public Works Department|<font size=3>Schematic hydrodynamic device Courtesy of Minneapolis Public Works Department</font size>]] |
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==Description== | ==Description== | ||
Hydrodynamic devices are chambers that allow sediment to settle out of the water column. The devices often enhance the rate of sediment settling through the circular motion of stormwater within the chamber. The devices also capture oil, grease, and other floatables, most often through the use of baffles. Hydrodynamic devices are typically designed to provide optimal removal efficiency for smaller, more frequent storms with minimal removal in larger, less common storms. To maintain removal efficiency, the devices require regular removal of accumulated sediment and floatables. | Hydrodynamic devices are chambers that allow sediment to settle out of the water column. The devices often enhance the rate of sediment settling through the circular motion of stormwater within the chamber. The devices also capture oil, grease, and other floatables, most often through the use of baffles. Hydrodynamic devices are typically designed to provide optimal removal efficiency for smaller, more frequent storms with minimal removal in larger, less common storms. To maintain removal efficiency, the devices require regular removal of accumulated sediment and floatables. | ||
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− | + | These devices are proprietary and typically are designed and installed by a manufacturer. Performance data are often provided by the manufacturer. Users should review this information to ensure it was provided by an independent source. | |
− | + | <!--The [http://www.pca.state.mn.us/index.php/water/water-types-and-programs/stormwater/construction-stormwater/index.html MPCA Construction General Permit] allows limited use of proprietary devices or "alternative methods". Use of the alternative device as a stand alone BMP must be approved by the MPCA prior to installation. Approval is limited to those devices that achieve approximately 80 percent removal of total suspended solids. Additionally, the MPCA requires a two-year monitoring plan to measure the actual effectiveness of the method. | |
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− | + | If a hydrodynamic device does not meet this 80 percent total suspended solids removal requirement, then the device could be used as pretreatment or supplemental to another stormwater practice. No single, stand alone device has been found to meet this criteria.--> | |
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− | + | ==Design criteria== | |
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*Expected flow rates | *Expected flow rates | ||
*Pollutants of concern | *Pollutants of concern | ||
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*May not meet local standards when used alone | *May not meet local standards when used alone | ||
*Generally good for solids and litter, but much less effective for other common pollutants. | *Generally good for solids and litter, but much less effective for other common pollutants. | ||
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==Selection== | ==Selection== | ||
− | When selecting or specifying a hydrodynamic device, designers should research the following questions | + | When selecting or specifying a hydrodynamic device, designers should research the following questions. |
#What are the minimum or maximum drainage areas recommended for the device or method? | #What are the minimum or maximum drainage areas recommended for the device or method? | ||
#What flow rates or volumes can the device accommodate? Will accessory structures be necessary to divert high flow around the hydrodynamic device? | #What flow rates or volumes can the device accommodate? Will accessory structures be necessary to divert high flow around the hydrodynamic device? | ||
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#What are the maintenance requirements? What are the costs of the required maintenance? Is there a standard operation and maintenance plan? | #What are the maintenance requirements? What are the costs of the required maintenance? Is there a standard operation and maintenance plan? | ||
#Does the local regulatory authority allow the use of hydrodynamic devices? | #Does the local regulatory authority allow the use of hydrodynamic devices? | ||
− | #Will the manufacturer provide design computations | + | #Will the manufacturer provide design computations and CADD details? |
− | and CADD details? | + | |
+ | ==Management suitability== | ||
+ | *Water Quality (V<sub>wq</sub>) - Applicable | ||
+ | *Channel Protection (V<sub>cp</sub>) - Not Applicable | ||
+ | *Overbank Flood Protection (V<sub>p10</sub>) - Not Applicable | ||
+ | *Extreme Flood Protection (V<sub>p100</sub>) - Not Applicable | ||
+ | *Recharge Volume (V<sub>RE</sub>) - Not Applicable | ||
− | == | + | ==Mechanisms== |
− | * | + | *Infiltration - Not Applicable |
− | + | *Screening/ Filtration - Applicable | |
− | * | + | *Temperature Control - Not Applicable |
− | * | + | *Settling - Applicable |
− | * | + | *Evaporation - Not Applicable |
− | * | + | *Transpiration - Not Applicable |
− | * | + | *Soil Adsorption - Not Applicable |
− | * | + | *Biological/ Micro. Uptake - Not Applicable |
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− | == | + | ==Pollutant removal== |
− | * | + | *Total Suspended Solids - Applicable <sup>a</sup> |
− | + | *Nutrients - Total Phosphorus/Total Nitrogen - Not Applicable | |
− | * | + | *Metals - Cadmium, Copper, Lead, and Zinc - Applicable <sub>A</sub> |
− | + | *Pathogens - Coliform, Streptococci, E. Coli - Not Applicable | |
− | + | *Toxins - Hydrocarbon, Pesticide - Not Applicable | |
− | + | <font size=1><sup>a</sup> Target pollutants - actual percentage of pollutant removal varies with each device and installation</font size> | |
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− | + | [[Category:Level 3 - Best management practices/Pretreatment practices/Hydrodynamic separation devices]] | |
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Hydrodynamic devices are designed to remove solids, oil/grease, floatables and other debris from stormwater runoff through gravitational trapping of pollutants. They are typically used in combination with other structural BMPs, such as a pre-treatment device.
Hydrodynamic devices are chambers that allow sediment to settle out of the water column. The devices often enhance the rate of sediment settling through the circular motion of stormwater within the chamber. The devices also capture oil, grease, and other floatables, most often through the use of baffles. Hydrodynamic devices are typically designed to provide optimal removal efficiency for smaller, more frequent storms with minimal removal in larger, less common storms. To maintain removal efficiency, the devices require regular removal of accumulated sediment and floatables.
These devices are proprietary and typically are designed and installed by a manufacturer. Performance data are often provided by the manufacturer. Users should review this information to ensure it was provided by an independent source.
When selecting or specifying a hydrodynamic device, designers should research the following questions.
a Target pollutants - actual percentage of pollutant removal varies with each device and installation
This page was last edited on 3 December 2022, at 22:52.