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+ | [[File:Technical information page image.png|100px|left|alt=image]] | ||
[[File:MIDS calculator symbol permeable pavement.jpg|thumb|300px|alt=MIDS calculator symbol for permeable pavement|<font size=3>MIDS calculator symbol for permeable pavement.</font size>]] | [[File:MIDS calculator symbol permeable pavement.jpg|thumb|300px|alt=MIDS calculator symbol for permeable pavement|<font size=3>MIDS calculator symbol for permeable pavement.</font size>]] | ||
[[File:Screen shot permeable pavement watershed tab.png|300px|thumb|alt=Screen shot of watershed tab for permeable pavement|<font size=3>MIDS calculator screen shot of watershed tab for permeable pavement.</font size>]] | [[File:Screen shot permeable pavement watershed tab.png|300px|thumb|alt=Screen shot of watershed tab for permeable pavement|<font size=3>MIDS calculator screen shot of watershed tab for permeable pavement.</font size>]] | ||
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For [[Permeable pavement|permeable pavement]], stormwater runoff captured by the BMP and stored below the underdrain (if underdrain is present) is infiltrated into the underlying soil between rain events. All pollutants in the infiltrated stormwater are credited as being reduced. Pollutants in stormwater captured by the BMP but entering the underdrain are treated as they pass through the filter media and out the underdrain. | For [[Permeable pavement|permeable pavement]], stormwater runoff captured by the BMP and stored below the underdrain (if underdrain is present) is infiltrated into the underlying soil between rain events. All pollutants in the infiltrated stormwater are credited as being reduced. Pollutants in stormwater captured by the BMP but entering the underdrain are treated as they pass through the filter media and out the underdrain. | ||
+ | |||
+ | ==Changes to Version 4 of the MIDS Calculator== | ||
+ | {{alert|Changes have been made to Version 4 of the MIDS Calculator|alert-info}} | ||
+ | The particulate phosphorus credit has been reduced from 82 to 74 percent to match the TSS reduction. Particulate pollutant removal cannot exceed sediment removal. | ||
==MIDS calculator user inputs for permeable pavement== | ==MIDS calculator user inputs for permeable pavement== | ||
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==Methodology== | ==Methodology== | ||
===Required Treatment Volume=== | ===Required Treatment Volume=== | ||
− | ''Required treatment volume'', or the volume of stormwater runoff delivered to the BMP, equals the performance goal (1.1 inches or user-specified performance goal) times the impervious area draining to the BMP, plus any water routed to the BMP from an upstream BMP. This stormwater is delivered to the BMP instantaneously | + | ''Required treatment volume'', or the volume of stormwater runoff delivered to the BMP, equals the performance goal (1.1 inches or user-specified performance goal) times the impervious area draining to the BMP, plus any water routed to the BMP from an upstream BMP. This stormwater is delivered to the BMP instantaneously. |
===Volume Reduction=== | ===Volume Reduction=== | ||
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Pollutant load reductions are calculated on an annual basis. Therefore, the first step in calculating annual pollutant load reductions is converting the ''Volume reduction capacity of BMP'', which is an instantaneous volume reduction, to an annual volume reduction percentage. This is accomplished through the use of [[Performance curves for MIDS calculator|performance curves]] developed from multiple modeling scenarios. The performance curves use the ''Volume reduction capacity of BMP'', the infiltration rate of the underlying soils, the contributing watershed percent impervious area, and the size of the contributing watershed to calculate a percent annual volume reduction. While oversizing a BMP above the ''Required treatment volume'' will not provide additional credit towards the performance goal volume, it may provide additional pollutant reduction. | Pollutant load reductions are calculated on an annual basis. Therefore, the first step in calculating annual pollutant load reductions is converting the ''Volume reduction capacity of BMP'', which is an instantaneous volume reduction, to an annual volume reduction percentage. This is accomplished through the use of [[Performance curves for MIDS calculator|performance curves]] developed from multiple modeling scenarios. The performance curves use the ''Volume reduction capacity of BMP'', the infiltration rate of the underlying soils, the contributing watershed percent impervious area, and the size of the contributing watershed to calculate a percent annual volume reduction. While oversizing a BMP above the ''Required treatment volume'' will not provide additional credit towards the performance goal volume, it may provide additional pollutant reduction. | ||
− | A 100 percent removal is credited for all pollutants associated with the reduced volume of stormwater since these pollutants are either attenuated within the media or pass into the underlying soil with infiltrating water. Stormwater that is not infiltrated is assumed to flow through the filter media and out the underdrain. A 74 percent TSS, | + | A 100 percent removal is credited for all pollutants associated with the reduced volume of stormwater since these pollutants are either attenuated within the media or pass into the underlying soil with infiltrating water. Stormwater that is not infiltrated is assumed to flow through the filter media and out the underdrain. A 74 percent TSS, 74 percent particulate phosphorus, and 0 percent dissolved phosphorus removal is applied to the filtered stormwater. A schematic of the removal rates can be seen in the sidebar. |
NOTE: The user can modify event mean concentrations (EMCs) on the Site Information tab in the calculator. Default concentrations are 54.5 milligrams per liter for total suspended solids (TSS) and 0.3 milligrams per liter for total phosphorus (particulate plus dissolved). The calculator will notify the user if the default is changed. Changing the default EMC will result in changes to the total pounds of pollutant reduced. | NOTE: The user can modify event mean concentrations (EMCs) on the Site Information tab in the calculator. Default concentrations are 54.5 milligrams per liter for total suspended solids (TSS) and 0.3 milligrams per liter for total phosphorus (particulate plus dissolved). The calculator will notify the user if the default is changed. Changing the default EMC will result in changes to the total pounds of pollutant reduced. | ||
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*The permeable pavement is properly [[Operation and maintenance of permeable pavement|maintained]]. The performance of the permeable pavement should be regularly assessed. | *The permeable pavement is properly [[Operation and maintenance of permeable pavement|maintained]]. The performance of the permeable pavement should be regularly assessed. | ||
− | ==Example application in the MIDS calculator | + | ==Example application in the MIDS calculator== |
[[File:schematic for permeable pavement example.jpg|left|thumb|300px|alt=schematic for permeable pavement example|<font size=3>Schematic illustrating the site conditions for the permeable pavement example. In this example, there are 0.7 acres of impervious parking lot draining to a 0.7 acre permeable pavement area. A 0.4 acre turf area surrounds the site. The permeable pavement is included in the site impervious area. See Step 1.</font size>]] | [[File:schematic for permeable pavement example.jpg|left|thumb|300px|alt=schematic for permeable pavement example|<font size=3>Schematic illustrating the site conditions for the permeable pavement example. In this example, there are 0.7 acres of impervious parking lot draining to a 0.7 acre permeable pavement area. A 0.4 acre turf area surrounds the site. The permeable pavement is included in the site impervious area. See Step 1.</font size>]] | ||
[[file:site information tab for permeable pavement example.png|300px|thumb|<font size=3>Screen shot of the Site Information tab for the permeable pavement example. See Step 2.</font size>]] | [[file:site information tab for permeable pavement example.png|300px|thumb|<font size=3>Screen shot of the Site Information tab for the permeable pavement example. See Step 2.</font size>]] | ||
[[File:schematic tab for permeable pavement example.png|300px|thumb|alt=screen shot of schematic tab for permeable pavement example|<font size=3>Screen shot of the Schematic tab for the permeable pavement example. See Step 3.</font size>]] | [[File:schematic tab for permeable pavement example.png|300px|thumb|alt=screen shot of schematic tab for permeable pavement example|<font size=3>Screen shot of the Schematic tab for the permeable pavement example. See Step 3.</font size>]] | ||
+ | |||
+ | This example was completed using Version 2 of the calculator. | ||
Half of an existing 1.4 acre parking lot is going to be converted to permeable pavement. The entire parking lot (1.4 acres) plus 0.4 acres of pervious area (Turf Area) surrounding the parking lot will drain into the permeable pavement. The soils across the area have a unified soils classification of SM (HSG type B soil). An underdrain will be installed under the permeable pavement 0.5 feet above the native soils. Following the [http://www.pca.state.mn.us/index.php/water/water-types-and-programs/stormwater/construction-stormwater/index.html MPCA Construction Stormwater General Permit] requirement, the water below the underdrain needs to drawdown in a 48 hour time period. The media below the underdrain has a porosity of 0.4 cubic feet per cubic foot. The following steps detail how this system would be set up in the MIDS calculator. | Half of an existing 1.4 acre parking lot is going to be converted to permeable pavement. The entire parking lot (1.4 acres) plus 0.4 acres of pervious area (Turf Area) surrounding the parking lot will drain into the permeable pavement. The soils across the area have a unified soils classification of SM (HSG type B soil). An underdrain will be installed under the permeable pavement 0.5 feet above the native soils. Following the [http://www.pca.state.mn.us/index.php/water/water-types-and-programs/stormwater/construction-stormwater/index.html MPCA Construction Stormwater General Permit] requirement, the water below the underdrain needs to drawdown in a 48 hour time period. The media below the underdrain has a porosity of 0.4 cubic feet per cubic foot. The following steps detail how this system would be set up in the MIDS calculator. | ||
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<noinclude> | <noinclude> | ||
− | [[Category:MIDS | + | [[Category:Level 3 - Models and modeling/Specific models/MIDS Calculator]] |
− | [[Category: | + | [[Category:Level 3 - Best management practices/Structural practices/Permeable pavement]] |
</noinclude> | </noinclude> |
For permeable pavement, stormwater runoff captured by the BMP and stored below the underdrain (if underdrain is present) is infiltrated into the underlying soil between rain events. All pollutants in the infiltrated stormwater are credited as being reduced. Pollutants in stormwater captured by the BMP but entering the underdrain are treated as they pass through the filter media and out the underdrain.
The particulate phosphorus credit has been reduced from 82 to 74 percent to match the TSS reduction. Particulate pollutant removal cannot exceed sediment removal.
For permeable pavement systems, the user must input the following parameters to calculate the volume and pollutant load reductions associated with the BMP.
The following are requirements or recommendations for inputs into the MIDS calculator. If the following are not met, an error message will inform the user to change the input to meet the requirement.
\(DDT_{calc} = D_U / (I_R / 12)\)
Where
Required treatment volume, or the volume of stormwater runoff delivered to the BMP, equals the performance goal (1.1 inches or user-specified performance goal) times the impervious area draining to the BMP, plus any water routed to the BMP from an upstream BMP. This stormwater is delivered to the BMP instantaneously.
The volume reduction achieved by a BMP compares the capacity of the BMP to the required treatment volume. The Volume reduction capacity of BMP is calculated using BMP inputs provided by the user. For this BMP the volume reduction credit is equal to the amount of water that can be instantaneously captured by the BMP in the media below the underdrain. The capture volume (V) is therefore given by
\(V= (A_U + A_B)) / 2 * n * D_U \)
Where:
The Volume of retention provided by BMP is the amount of volume credit the BMP provides toward the performance goal. This value is equal to the lesser of the Volume reduction capacity of BMP calculated using the above method or the Required treatment volume. This check makes sure that the BMP is not getting more credit than necessary to meet the performance goal. For example, if the BMP is oversized the user will only receive credit for the Required treatment volume routed to the BMP, which corresponds with meeting the performance goal for the site .
Pollutant load reductions are calculated on an annual basis. Therefore, the first step in calculating annual pollutant load reductions is converting the Volume reduction capacity of BMP, which is an instantaneous volume reduction, to an annual volume reduction percentage. This is accomplished through the use of performance curves developed from multiple modeling scenarios. The performance curves use the Volume reduction capacity of BMP, the infiltration rate of the underlying soils, the contributing watershed percent impervious area, and the size of the contributing watershed to calculate a percent annual volume reduction. While oversizing a BMP above the Required treatment volume will not provide additional credit towards the performance goal volume, it may provide additional pollutant reduction.
A 100 percent removal is credited for all pollutants associated with the reduced volume of stormwater since these pollutants are either attenuated within the media or pass into the underlying soil with infiltrating water. Stormwater that is not infiltrated is assumed to flow through the filter media and out the underdrain. A 74 percent TSS, 74 percent particulate phosphorus, and 0 percent dissolved phosphorus removal is applied to the filtered stormwater. A schematic of the removal rates can be seen in the sidebar.
NOTE: The user can modify event mean concentrations (EMCs) on the Site Information tab in the calculator. Default concentrations are 54.5 milligrams per liter for total suspended solids (TSS) and 0.3 milligrams per liter for total phosphorus (particulate plus dissolved). The calculator will notify the user if the default is changed. Changing the default EMC will result in changes to the total pounds of pollutant reduced.
A permeable pavement BMP can be routed to any other BMP, except for a green roof and a swale side slope or any BMP that would cause stormwater to be rerouted back to the infiltration basin already in the stormwater runoff treatment sequence. All BMPs can be routed to the permeable pavement, except for a swale side slope.
The following general assumptions apply in calculating the credit for a permeable pavement system. If these assumptions are not followed, the volume and pollutant reduction credits cannot be applied.
This example was completed using Version 2 of the calculator.
Half of an existing 1.4 acre parking lot is going to be converted to permeable pavement. The entire parking lot (1.4 acres) plus 0.4 acres of pervious area (Turf Area) surrounding the parking lot will drain into the permeable pavement. The soils across the area have a unified soils classification of SM (HSG type B soil). An underdrain will be installed under the permeable pavement 0.5 feet above the native soils. Following the MPCA Construction Stormwater General Permit requirement, the water below the underdrain needs to drawdown in a 48 hour time period. The media below the underdrain has a porosity of 0.4 cubic feet per cubic foot. The following steps detail how this system would be set up in the MIDS calculator.
Step 1: Determine the watershed characteristics of your entire site. For this example we have a 1.8 acre site with 1.4 acres of impervious area and 0.4 acres of pervious turf area in type B soils. The impervious area includes the area of parking lot that has permeable pavement.
Step 2: Fill in the site specific information into the Site Information tab. This includes entering a Zip Code (55414 for this example) and the watershed information from Step 1. Zip code and impervious area must be filled in or an error message will be generated. Other fields on this screen are optional.
Step 3: Go to the Schematic tab and drag and drop the Permeable Pavement icon into the Schematic Window
Step 4: Open the BMP properties for the permeable pavement by right clicking on the “Permeable pavement” icon and selecting Edit BMP properties, or by double clicking on the Permeable pavement icon. Click on the Watershed tab.
Step 5: If help is needed, click on the Minnesota Stormwater Manual Wiki link or the Help button to review input parameter specifications and calculation specific to the Permeable pavement BMP.
Step 6: Determine the watershed characteristics for the permeable pavement. For this example the entire site is draining to the permeable pavement. The watershed parameters therefore include a 1.8 acre site with 1.4 acres of impervious area and 0.4 acres of pervious turf area in B soils. There is no routing for this BMP. Fill in the BMP specific watershed information (1.4 acres on impervious cover and 0.4 acres of Managed turf in B soils).
Step 7: Enter in the BMP design parameters into the BMP parameters tab. Permeable pavement requires the following entries:
Step 8: Click on BMP Summary tab to view results for this BMP.
Step 9: Click on the OK button to exit the BMP properties screen.
Step 10: Click on Results tab to see overall results for the site.
This page was last edited on 23 November 2022, at 18:54.