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Difference between revisions of "Requirements, recommendations and information for using swale side slope as a BMP in the MIDS calculator"

(Volume Reduction language)
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[[File:Swale side slope watershed tab 1.png|300px|thumb|alt=Screen shot of the Watershed tab for Swale side slope|<font size=3>Screen shot of the Watershed tab for Swale side slope.</font size>]]
 
[[File:Swale side slope watershed tab 1.png|300px|thumb|alt=Screen shot of the Watershed tab for Swale side slope|<font size=3>Screen shot of the Watershed tab for Swale side slope.</font size>]]
  
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[[File:Swale side slope BMP parameters tab.png|300px|thumb|alt=Schematic used to show Swale side slope BMP parameters tab|<font size=3>Screen shot of the Swale side slope BMP Parameters tab</font size>]]
+
[[File:Swale side slope BMP parameters tab.png|300px|thumb|alt=Schematic used to show Swale side slope BMP parameters tab|<font size=3>Screen shot of the BMP Parameters tab for Swale side slope</font size>]]
  
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The swale side slope BMP is used in combination with one of the three main channel BMPs (Swale Main Channel, Swale Main Channel with an underdrain, or Wet Swale).  This BMP should not be used as a standalone BMP as the credits were determined as part of a swale system. The swale side slope must receive stormwater runoff from the direct watershed through sheet flow over the entire channel length.  If the stormwater flow is channelized when it reaches the swale side slope, the swale main channel component should be used without the swale side slope component.  The swale side slope BMP represents one side slope of a swale system.  If a swale contains two side slopes that each receive runoff through sheet flow from impervious surfaces, then two swale side slopes should be used in the calculator and each routed to the corresponding swale main channel BMP.  Credit toward the volume performance goal for a swale side slope is based on infiltration into the soils.  Due to the fact that the performance goal is an instantaneous credit following the [http://www.stormh2o.com/SW/Articles/Kerplunk_15253.aspx kerplunk method], a relationship between an annual volume reduction and the instantaneous credit was created.  All pollutants in the infiltrated water are credited as being reduced.   
+
The swale side slope BMP is used in combination with one of the three main channel BMPs (Swale Main Channel, Swale Main Channel with an underdrain, or Wet Swale).  This BMP should not be used as a standalone BMP as the credits were determined as part of a swale system. The swale side slope must receive stormwater runoff from the direct watershed through sheet flow over the entire channel length.  If the stormwater flow is channelized when it reaches the swale side slope, the swale main channel component should be used without the swale side slope component.  The swale side slope BMP represents one side slope of a swale system.  If a swale contains two side slopes that each receive runoff through sheet flow from impervious surfaces, then two swale side slopes should be used in the calculator and each routed to the corresponding swale main channel BMP.  Credit toward the volume performance goal for a swale side slope is based on annual infiltration into the soils.  Due to the fact that the performance goal is an instantaneous credit following the [http://www.stormh2o.com/SW/Articles/Kerplunk_15253.aspx kerplunk method], a relationship between an annual volume reduction and the instantaneous credit was created.  All pollutants in the infiltrated water are credited as being reduced.   
  
 
==MIDS calculator user inputs for swale side slope==
 
==MIDS calculator user inputs for swale side slope==
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*'''Watershed tab'''
 
*'''Watershed tab'''
 
**'''BMP Name:''' this cell is auto-filled but can be changed by the user.
 
**'''BMP Name:''' this cell is auto-filled but can be changed by the user.
−
**'''Routing/downstream BMP:''' if this BMP is part of a swale system and water is being routed from this BMP to a main channel swale, the user selects the name of the BMP from the dropdown box to which water is being routed. All water must be routed to a single BMP. Note that the user must include the BMP receiving the routed water in the Schematic tab or the BMP will not appear in the dropdown box. This BMP can only be routed to a main channel swale.
+
**'''Routing/downstream BMP:''' if this BMP is part of a swale system and water is being routed from this BMP to a main channel swale, the user selects the name of the BMP to which water is being routed from the dropdown box. All water must be routed to a single BMP. Note that the user must include the BMP receiving the routed water in the Schematic or the BMP will not appear in the dropdown box. This BMP can only be routed to a Swale main channel or Swale main channel (with underdrain).
−
**'''BMP Watershed Area:''' BMP watershed areas are the areas draining directly to the BMP. Values can be added for four soil types ([[Glossary#H|Hydrologic Soil Groups]] (HSG) A, B, C, D) and for three Land Cover types (Forest/Open Space, Managed Turf and impervious).  The surface area of the BMP should be included as a managed turf land cover under the hydrologic soils group of the native soils located under the BMP. Units are in acres.
+
**'''BMP Watershed Area:''' BMP watershed areas are the areas draining directly to the BMP. Values can be added for four soil types ([[Glossary#H|Hydrologic Soil Groups]] (HSG) A, B, C, D) and for three Land Cover types (Forest/Open Space, Managed Turf, and Impervious).  The surface area of the BMP should be included as a managed turf land cover under the hydrologic soils group of the native soils located under the BMP. Units are in acres.
  
 
*'''BMP Parameters tab'''
 
*'''BMP Parameters tab'''
−
**'''Side slope [H:V]:''' The user selects from a drop down menu the ratio between the horizontal (H) and vertical (V) components of the side slope (H:V).  The values available for selection are 3:1, 4:1, 5:1, 6:1, and 7:1. By selecting a horizontal to vertical side slope ratio, the corresponding ''Side slope'' (%) will populate automatically.  This value should be an average for the length of the swale.
+
**'''Side slope [H:V]:''' The user selects the ratio between the horizontal (H) and vertical (V) components of the side slope (H:V) from a drop down menu .  The values available for selection are 3:1, 4:1, 5:1, 6:1, and 7:1. By selecting a horizontal to vertical side slope ratio, the corresponding ''Side slope'' (%) will populate automatically.  This value should be an average for the length of the swale.
−
**'''Flow path length:''' This is the average horizontal distance between the highest elevation point and lowest elevation point of the side slope perpendicular to the main channel throughout the length of the swale. This could also be described as the width of the side slope.  Units are in feet.
+
**'''Flow path length:''' This is the average diagonal distance between the highest elevation point and lowest elevation point of the side slope taken perpendicular to the main channel throughout the length of the swale. This could also be described as the width of the side slope.  Units are in feet.
−
**'''Channel length:'''  This is the length of the side slope from the farthest point upstream to the farthest point downstream of the main channel.  Flow must be sheet flow over the entire channel length (if not, channel length should be adjusted to only cover areas where sheet flow occurs). Units are in feet.
+
**'''Channel length:'''  This is the length of the side slope from the farthest point upstream to the farthest point downstream of the main channel.  Flow must occur as sheet flow over the entire channel length (if not, the channel length should be adjusted to only cover areas where sheet flow occurs). Units are in feet.
−
**'''Underlying soil - Hydrologic Soil Group:''' The user selects the most restrictive soil (lowest hydraulic conductivity) within three feet of the soil surface of the swale side slope. There are 14 soil options that fall into 4 different Hydrologic Soil Groups (Hydrologic Soil Group (HSG) A, B, C, or D) for the user. These correspond with soils and [[Design infiltration rates|infiltration rates]]. Once a soil type is selected, the corresponding infiltration rate will populate in the ''Infiltration rate of underlying soils'' field. The user may also select ''User Defined''. This selection will activate the ''User defined infiltration rate'' cell allowing the user to enter a different value from the value in the predefined selection list. The maximum allowable infiltration rate is 1.63 inches per hour.
+
**'''Underlying soil - Hydrologic Soil Group:''' The user selects the most restrictive soil (lowest hydraulic conductivity) within three feet of the soil surface of the swale side slope. There are 14 soil options that fall into 4 different Hydrologic Soil Groups (Hydrologic Soil Group (HSG) A, B, C, or D) for the user. Once a soil type is selected, the corresponding [[Design infiltration rates|infiltration rate]] will populate in the ''Infiltration rate of underlying soils'' field. The user may also select ''User Defined''. This selection will activate the ''User defined infiltration rate'' cell allowing the user to enter a different value from those in the predefined selection list. The maximum allowable infiltration rate is 1.63 inches per hour.
−
**'''Manning’s n (Vegetation):''' The user selects a type of vegetation cover on the swale side slope, which populates a corresponding Manning’s n. The vegetation types are mowed turf or native grasses. Mowed turf would be selected if the side slope is mowed on a consistent basis. Native grasses would be selected if the side slope is left to grow or is mowed infrequently. Once a vegetation cover is selected, the corresponding Manning’s n will populate in the ''Manning’s n'' field. The user may also select ''User Defined''. This selection will activate the ''User Defined Manning’s n'' cell allowing the user to enter a value different from the values in the predefined selection list.
+
**'''Manning’s n (Vegetation):''' The user selects a type of vegetation cover on the swale side slope, which populates a corresponding Manning’s n. The vegetation types are mowed turf or native grasses. Mowed turf would be selected if the side slope is mowed on a consistent basis. Native grasses would be selected if the side slope is left to grow or is mowed infrequently. Once a vegetation cover is selected, the corresponding Manning’s n will populate in the ''Manning’s n'' field. The user may also select ''User Defined''. This selection will activate the ''User Defined Manning’s n'' cell allowing the user to enter a value different from the values in the predefined selection list.
−
*'''BMP Summary Tab:''' The BMP Summary tab summarizes the volume and pollutant reductions provided by the specific BMP. It details the performance goal volume reductions and annual average volume, dissolved P, particulate P, and TSS load reductions. Included in the summary are the total volume and pollutant loads received by the BMP from its direct watershed, from upstream BMPs and a combined value of the two. Also included in the summary, are the volume and pollutant load reductions provided by the BMP, in addition to the volume and pollutant loads that exit the BMP through the outflow. This outflow load and volume is what is routed to the downstream BMP if one is defined in the Watershed tab. Finally, percent reductions are provided for the percent of the performance goal achieved, percent annual runoff volume retained, total percent annual particulate phosphorus reduction, total percent annual dissolved phosphorus reduction, total percent annual TP reduction, and total percent annual TSS reduction.
+
*'''BMP Summary Tab:''' The BMP Summary tab summarizes the volume and pollutant reductions provided by the specific BMP. It details the performance goal volume reductions and annual average volume, dissolved P, particulate P, and TSS load reductions. Included in the summary are the total volume and pollutant loads received by the BMP from its direct watershed, from upstream BMPs and a combined value of the two. Also included in the summary are the volume and pollutant load reductions provided by the BMP, along with the volume and pollutant loads that exit the BMP through the outflow. This outflow load and volume is what is routed to the downstream BMP, if one is defined in the Watershed tab. Finally, percent reductions are provided for the percent of the performance goal achieved, percent annual runoff volume retained, total percent annual particulate phosphorus reduction, total percent annual dissolved phosphorus reduction, total percent annual TP reduction, and total percent annual TSS reduction.
  
 
==Model input requirements and recommendations==
 
==Model input requirements and recommendations==
−
The following are requirements 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.
+
If the following requirements for inputs into the MIDS calculator are not met, then an error message will inform the user to change the input to meet the requirement.
  
−
*Infiltration rates of the underlying soils are restricted to being below 1.63 inches/hour.
+
*Infiltration rates of the underlying soils cannot exceed 1.63 inches per hour.
−
*The Manning’s n value must be less than or equal to 1.
+
*The Manning’s n value cannot be greater than 1.
  
 
==Methodology==
 
==Methodology==
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===Volume Reduction===
 
===Volume Reduction===
−
The volume reduction achieved by a BMP compares the capacity of the BMP to the required treatment volume.  The ''Volume reduction capacity of BMP [V]'' is calculated using BMP inputs provided by the user.  A swale side slope does not have storage capacity similar to other BMPs in the MIDS calculator. Volume reduction occurs through infiltration as the stormwater travels over the side slope. To obtain an instantaneous stormwater volume credit for a swale side slope, annual volume reductions were determined and converted to a volume retention capacity credit that follows the [http://www.stormh2o.com/SW/Articles/Kerplunk_15253.aspx Kerplunk method].
+
A swale side slope does not have storage capacity as do most other BMPs in the MIDS calculator. Volume reduction occurs only through infiltration as the stormwater travels over the side slope. To obtain an instantaneous ''Volume reduction capacity of BMP [V]'' for a swale side slope based on user inputs, annual volume reductions were determined and converted to a volume reduction capacity credit that follows the [http://www.stormh2o.com/SW/Articles/Kerplunk_15253.aspx Kerplunk method]. The ''Volume of retention provided by BMP'' is the total instantaneous volume credit that can be claimed for that BMP, and is determined by comparing the ''Volume reduction capacity of BMP [V]'' to the ''Required treatment volume''. 
  
−
To determine the volume loss credit given for a swale side slope, the [http://wwwalker.net/p8/ P8] water quality model was used. 55 years of hourly rainfall data were modeled for swale side slopes with various configurations of side slope, flow path length, channel length, soil infiltration rate and Manning’s n parameters.  The model results provided annual average volume reduction rates. The model results were used to create relationships between the swale modeling parameters and annual percent stormwater volume reductions using multivariate regression. The developed relationship is used with the user provided inputs to calculate an annual percent stormwater volume reduction for the swale side slope in the calculator.
+
To determine the annual volume reduction credit given for a swale side slope, the [http://wwwalker.net/p8/ P8 water quality model] was used. 55 years of hourly rainfall data were modeled for swale side slopes with various configurations of side slope, flow path length, channel length, soil infiltration rate, and Manning’s n parameters.  The model results provided annual average volume reduction rates. Multivariate regression was used to assess model results to determine the relationships between swale modeling parameters and annual volume reductions. The observed relationships are paired with the user-provided inputs to calculate an annual percent stormwater volume reduction for the swale side slope in the calculator.
  
−
The next step is to convert the annual percent stormwater volume reduction to an instantaneous stormwater volume reduction that follows the [http://www.stormh2o.com/SW/Articles/Kerplunk_15253.aspx Kerplunk method] used for other BMPs. This is accomplished through the use of [http://stormwater.pca.state.mn.us/index.php?title=Performance_curves_for_MIDS_calculator&action=edit&redlink=1 performance curves] developed from multiple modeling scenarios. The performance curves use the annual volume reduction percentage, the infiltration rate of the underlying soils, the contributing watershed percent impervious area, and the size of the contributing watershed to calculate the ''Volume reduction capacity of BMP [V]''.
+
To obtain the instantaneous ''Volume reduction capacity of BMP [V]'' side slope, the annual volume reductions are converted to an instantaneous volume reduction capacity that follows the [http://www.stormh2o.com/SW/Articles/Kerplunk_15253.aspx Kerplunk method] used for other BMPs. This is accomplished through the use of [http://stormwater.pca.state.mn.us/index.php?title=Performance_curves_for_MIDS_calculator&action=edit&redlink=1 performance curves] developed from a range of modeling scenarios. The performance curves use the annual volume reduction percentage, the infiltration rate of the underlying soils, the contributing watershed percent impervious area, and the size of the contributing watershed to calculate the ''Volume reduction capacity of BMP [V]''.
  
−
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 ''Volume reduction capacity of BMP [V]'', calculated using the above method, as long as the volume reduction capacity is less than or equal to the ''Required treatment volume''.  If the volume reduction capacity is greater than ''Required treatment volume'', then the BMP volume credit is equal to ''Required treatment volume''. This check makes sure that the BMP is not getting more credit than the amount of water it receives. For example, if the BMP is oversized the user will only receive credit for ''Required treatment volume'' routed to the BMP.
+
The MIDS calculator compares the ''Volume reduction capacity of BMP [V]'' with the ''Required treatment volume'', and the lesser of the two values is used to populate the ''Volume of retention provided by BMP''. This comparison between potential and actual treatment volumes ensures that the BMP does not claim more credit than is due based on the actual amount of water routed to it. The ''Volume of retention provided by BMP'' is thus the actual volume credit the BMP receives toward the instantaneous performance goal. For example, if the BMP is oversized the user will only receive volume credit for the ''Required treatment volume'' routed to the BMP.
  
 
===Pollutant Reduction===
 
===Pollutant Reduction===
−
Pollutant load reductions are calculated on an annual basis. For this BMP, pollutant reduction is provided through infiltration only. The annual volume reduction is calculated using the relationship between the P8 modeling results and the swale design parameters discussed in the volume reduction section. A 100 percent pollutant removal rate is applied to the stormwater infiltrated on an annual basis for total suspended solids, dissolved phosphorus, and particulate phosphorus. Pollutants not removed through infiltration are routed to the downstream swale main channel.
+
Pollutant load reductions are calculated on an annual basis. For this BMP, pollutant reduction is provided through infiltration only. The annual volume reduction is calculated using the relationship between the P8 modeling results and the swale design parameters discussed in the volume reduction section. A 100 percent pollutant removal rate is applied to the stormwater infiltrated on an annual basis for total suspended solids, dissolved phosphorus, and particulate phosphorus. Pollutants not removed through infiltration are routed to the downstream swale main channel.
  
 
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.
  
 
==Routing==
 
==Routing==
−
The swale side slope BMP is designed to be part of a system with a corresponding swale main channel BMP. Therefore, a swale side slope BMP can only be routed to one of the three main channel BMPs: Swale Main Channel, Swale Main Channel (with underdrain), or Wet Swale. The swale side slope BMP should not be used as a standalone BMP. It should always be used in combination with one of the three main channel BMPs. The swale side slope BMP requires sheet flow over its surface area to receive credit. Therefore, no other BMP can be routed to the swale side slope BMP. It can only receive runoff from the direct watershed.
+
The swale side slope BMP is designed to be part of a system with a corresponding swale main channel BMP. Therefore, a swale side slope BMP can only be routed to one of the three main channel BMPs: Swale Main Channel, Swale Main Channel (with underdrain), or Wet Swale. The swale side slope BMP should not be used as a standalone BMP. It should always be used in combination with one of the three main channel BMPs. The swale side slope BMP requires sheet flow over its surface area to receive credit. Therefore, no other BMP can be routed to the swale side slope BMP. It can only receive runoff from the direct watershed.
  
 
==Assumptions for swale side slope==
 
==Assumptions for swale side slope==
−
The following general assumptions apply in calculating the credits for a swale side slope. If these assumptions are not followed, the volume and pollutant reduction credits cannot be applied.
+
The following general assumptions apply in calculating the credits for a swale side slope. If these assumptions are not followed, the volume and pollutant reduction credits cannot be applied.
 
*The swale side slope has been properly [[Design criteria for filtration|designed]], [[Construction specifications for filtration|constructed]] and will be [[Operation and maintenance of filtration|properly maintained]] according to specifications for filtration systems.
 
*The swale side slope has been properly [[Design criteria for filtration|designed]], [[Construction specifications for filtration|constructed]] and will be [[Operation and maintenance of filtration|properly maintained]] according to specifications for filtration systems.
 
*The swale side slope is being used in combination with one of the tree main channel components.
 
*The swale side slope is being used in combination with one of the tree main channel components.
  
 
==Swale Side Slope and Main Channel Example (Version 2)==
 
==Swale Side Slope and Main Channel Example (Version 2)==
−
Swale side slope should be used in conjunction with a main channel swale. Examples are contained in the appropriate section for the main channel swales.
+
Swale side slope should be used in conjunction with a main channel swale. Examples are contained in the appropriate section for the main channel swales.
  
 
*[[Requirements, recommendations and information for using swale without an underdrain as a BMP in the MIDS calculator#Swale Side Slope and Main Channel Example (Version 2)|Example for main channel swale without an underdrain]]
 
*[[Requirements, recommendations and information for using swale without an underdrain as a BMP in the MIDS calculator#Swale Side Slope and Main Channel Example (Version 2)|Example for main channel swale without an underdrain]]

Revision as of 14:51, 3 October 2014

This site is currently undergoing final review. For more information, open this link.
 This page will be under review during September 2014
Schematic used as a symbol for swale side slope
Symbol for Swale side slope used in the MIDS calculator
Screen shot of the Watershed tab for Swale side slope
Screen shot of the Watershed tab for Swale side slope.
Schematic used to show Swale side slope BMP parameters tab
Screen shot of the BMP Parameters tab for Swale side slope

The swale side slope BMP is used in combination with one of the three main channel BMPs (Swale Main Channel, Swale Main Channel with an underdrain, or Wet Swale). This BMP should not be used as a standalone BMP as the credits were determined as part of a swale system. The swale side slope must receive stormwater runoff from the direct watershed through sheet flow over the entire channel length. If the stormwater flow is channelized when it reaches the swale side slope, the swale main channel component should be used without the swale side slope component. The swale side slope BMP represents one side slope of a swale system. If a swale contains two side slopes that each receive runoff through sheet flow from impervious surfaces, then two swale side slopes should be used in the calculator and each routed to the corresponding swale main channel BMP. Credit toward the volume performance goal for a swale side slope is based on annual infiltration into the soils. Due to the fact that the performance goal is an instantaneous credit following the kerplunk method, a relationship between an annual volume reduction and the instantaneous credit was created. All pollutants in the infiltrated water are credited as being reduced.

MIDS calculator user inputs for swale side slope

For swale side slope BMPs, the user must input the following parameters to calculate the stormwater volume and pollutant load reductions.

  • Watershed tab
    • BMP Name: this cell is auto-filled but can be changed by the user.
    • Routing/downstream BMP: if this BMP is part of a swale system and water is being routed from this BMP to a main channel swale, the user selects the name of the BMP to which water is being routed from the dropdown box. All water must be routed to a single BMP. Note that the user must include the BMP receiving the routed water in the Schematic or the BMP will not appear in the dropdown box. This BMP can only be routed to a Swale main channel or Swale main channel (with underdrain).
    • BMP Watershed Area: BMP watershed areas are the areas draining directly to the BMP. Values can be added for four soil types (Hydrologic Soil Groups (HSG) A, B, C, D) and for three Land Cover types (Forest/Open Space, Managed Turf, and Impervious). The surface area of the BMP should be included as a managed turf land cover under the hydrologic soils group of the native soils located under the BMP. Units are in acres.
  • BMP Parameters tab
    • Side slope [H:V]: The user selects the ratio between the horizontal (H) and vertical (V) components of the side slope (H:V) from a drop down menu . The values available for selection are 3:1, 4:1, 5:1, 6:1, and 7:1. By selecting a horizontal to vertical side slope ratio, the corresponding Side slope (%) will populate automatically. This value should be an average for the length of the swale.
    • Flow path length: This is the average diagonal distance between the highest elevation point and lowest elevation point of the side slope taken perpendicular to the main channel throughout the length of the swale. This could also be described as the width of the side slope. Units are in feet.
    • Channel length: This is the length of the side slope from the farthest point upstream to the farthest point downstream of the main channel. Flow must occur as sheet flow over the entire channel length (if not, the channel length should be adjusted to only cover areas where sheet flow occurs). Units are in feet.
    • Underlying soil - Hydrologic Soil Group: The user selects the most restrictive soil (lowest hydraulic conductivity) within three feet of the soil surface of the swale side slope. There are 14 soil options that fall into 4 different Hydrologic Soil Groups (Hydrologic Soil Group (HSG) A, B, C, or D) for the user. Once a soil type is selected, the corresponding infiltration rate will populate in the Infiltration rate of underlying soils field. The user may also select User Defined. This selection will activate the User defined infiltration rate cell allowing the user to enter a different value from those in the predefined selection list. The maximum allowable infiltration rate is 1.63 inches per hour.
    • Manning’s n (Vegetation): The user selects a type of vegetation cover on the swale side slope, which populates a corresponding Manning’s n. The vegetation types are mowed turf or native grasses. Mowed turf would be selected if the side slope is mowed on a consistent basis. Native grasses would be selected if the side slope is left to grow or is mowed infrequently. Once a vegetation cover is selected, the corresponding Manning’s n will populate in the Manning’s n field. The user may also select User Defined. This selection will activate the User Defined Manning’s n cell allowing the user to enter a value different from the values in the predefined selection list.
  • BMP Summary Tab: The BMP Summary tab summarizes the volume and pollutant reductions provided by the specific BMP. It details the performance goal volume reductions and annual average volume, dissolved P, particulate P, and TSS load reductions. Included in the summary are the total volume and pollutant loads received by the BMP from its direct watershed, from upstream BMPs and a combined value of the two. Also included in the summary are the volume and pollutant load reductions provided by the BMP, along with the volume and pollutant loads that exit the BMP through the outflow. This outflow load and volume is what is routed to the downstream BMP, if one is defined in the Watershed tab. Finally, percent reductions are provided for the percent of the performance goal achieved, percent annual runoff volume retained, total percent annual particulate phosphorus reduction, total percent annual dissolved phosphorus reduction, total percent annual TP reduction, and total percent annual TSS reduction.

Model input requirements and recommendations

If the following requirements for inputs into the MIDS calculator are not met, then an error message will inform the user to change the input to meet the requirement.

  • Infiltration rates of the underlying soils cannot exceed 1.63 inches per hour.
  • The Manning’s n value cannot be greater than 1.

Methodology

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. Since no BMP can be routed to a swale side slope, no additional water can be routed to the swale side slope from an upstream BMP. Stormwater is delivered to the BMP instantaneously following the Kerplunk method.

Volume Reduction

A swale side slope does not have storage capacity as do most other BMPs in the MIDS calculator. Volume reduction occurs only through infiltration as the stormwater travels over the side slope. To obtain an instantaneous Volume reduction capacity of BMP [V] for a swale side slope based on user inputs, annual volume reductions were determined and converted to a volume reduction capacity credit that follows the Kerplunk method. The Volume of retention provided by BMP is the total instantaneous volume credit that can be claimed for that BMP, and is determined by comparing the Volume reduction capacity of BMP [V] to the Required treatment volume.

To determine the annual volume reduction credit given for a swale side slope, the P8 water quality model was used. 55 years of hourly rainfall data were modeled for swale side slopes with various configurations of side slope, flow path length, channel length, soil infiltration rate, and Manning’s n parameters. The model results provided annual average volume reduction rates. Multivariate regression was used to assess model results to determine the relationships between swale modeling parameters and annual volume reductions. The observed relationships are paired with the user-provided inputs to calculate an annual percent stormwater volume reduction for the swale side slope in the calculator.

To obtain the instantaneous Volume reduction capacity of BMP [V] side slope, the annual volume reductions are converted to an instantaneous volume reduction capacity that follows the Kerplunk method used for other BMPs. This is accomplished through the use of performance curves developed from a range of modeling scenarios. The performance curves use the annual volume reduction percentage, the infiltration rate of the underlying soils, the contributing watershed percent impervious area, and the size of the contributing watershed to calculate the Volume reduction capacity of BMP [V].

The MIDS calculator compares the Volume reduction capacity of BMP [V] with the Required treatment volume, and the lesser of the two values is used to populate the Volume of retention provided by BMP. This comparison between potential and actual treatment volumes ensures that the BMP does not claim more credit than is due based on the actual amount of water routed to it. The Volume of retention provided by BMP is thus the actual volume credit the BMP receives toward the instantaneous performance goal. For example, if the BMP is oversized the user will only receive volume credit for the Required treatment volume routed to the BMP.

Pollutant Reduction

Pollutant load reductions are calculated on an annual basis. For this BMP, pollutant reduction is provided through infiltration only. The annual volume reduction is calculated using the relationship between the P8 modeling results and the swale design parameters discussed in the volume reduction section. A 100 percent pollutant removal rate is applied to the stormwater infiltrated on an annual basis for total suspended solids, dissolved phosphorus, and particulate phosphorus. Pollutants not removed through infiltration are routed to the downstream swale main channel.

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.

Routing

The swale side slope BMP is designed to be part of a system with a corresponding swale main channel BMP. Therefore, a swale side slope BMP can only be routed to one of the three main channel BMPs: Swale Main Channel, Swale Main Channel (with underdrain), or Wet Swale. The swale side slope BMP should not be used as a standalone BMP. It should always be used in combination with one of the three main channel BMPs. The swale side slope BMP requires sheet flow over its surface area to receive credit. Therefore, no other BMP can be routed to the swale side slope BMP. It can only receive runoff from the direct watershed.

Assumptions for swale side slope

The following general assumptions apply in calculating the credits for a swale side slope. If these assumptions are not followed, the volume and pollutant reduction credits cannot be applied.

  • The swale side slope has been properly designed, constructed and will be properly maintained according to specifications for filtration systems.
  • The swale side slope is being used in combination with one of the tree main channel components.

Swale Side Slope and Main Channel Example (Version 2)

Swale side slope should be used in conjunction with a main channel swale. Examples are contained in the appropriate section for the main channel swales.

Requirements

image illustrating separation distance to bedrock or seasonal high water table
Measurement of depth from the bottom of the infiltration BMP to the seasonally high water table or bedrock. Note that there must be a minimum of 2 feet separation when soils beneath the BMP are ripped, with a total separation distance of 3 feet or more. Infiltration BMPs include any BMP that allows water to infiltrate into the underlying soil.
Warning: The following are requirements of the Minnesota Construction Stormwater General Permit
  • 3 foot separation from the bottom of an infiltration system to the seasonal high water table
  • Use the most restrictive infiltration rate within 3 feet of the bottom of the BMP
  • For measured infiltration rates, apply a safety factor of 2
  • Pretreatment for infiltration systems

Recommendations

Caution: The following are recommendations for inputs into the MIDS calculator
  • Drawdown time of 24 hours when the discharge is to trout streams
  • Field tested infiltration rates rather than table values

Information

Information: The following information may be useful in determining inputs for the MIDS calculator

Links to MIDS pages



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