Difference between revisions of "MIDS calculator"
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'''Calculate Volume Reduction Performance Goal''' | '''Calculate Volume Reduction Performance Goal''' | ||
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The first objective of the MIDS calculator is to determine the stormwater runoff volume reduction performance goal requirement for a site. Through the implementation of the [http://stormwater.pca.state.mn.us/index.php/Overview_of_Minimal_Impact_Design_Standards_%28MIDS%29 MIDS statute], the MIDS runoff volume performance goal was created: “For new, nonlinear developments that create more than one acre of new impervious surface on sites without restrictions, stormwater runoff volumes will be controlled and the post-construction runoff volume shall be retained on site for 1.1 inches of runoff from impervious surfaces statewide.” This goal is not time dependent but rather instantaneous. This means that a BMP must retain the required stormwater runoff volume whether it occurs in half an hour or over 12 hours. | The first objective of the MIDS calculator is to determine the stormwater runoff volume reduction performance goal requirement for a site. Through the implementation of the [http://stormwater.pca.state.mn.us/index.php/Overview_of_Minimal_Impact_Design_Standards_%28MIDS%29 MIDS statute], the MIDS runoff volume performance goal was created: “For new, nonlinear developments that create more than one acre of new impervious surface on sites without restrictions, stormwater runoff volumes will be controlled and the post-construction runoff volume shall be retained on site for 1.1 inches of runoff from impervious surfaces statewide.” This goal is not time dependent but rather instantaneous. This means that a BMP must retain the required stormwater runoff volume whether it occurs in half an hour or over 12 hours. | ||
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The performance goal is calculated for the entire site using the land use parameters entered in the “Site Information” tab as well as for each individual BMP using the impervious area entered for that BMP in the BMP parameters window “Watershed” tab. This allows the user the track how he or she is meeting the performance goal for the entire site in addition to each individual BMP. A screen shot of the “Site Information” tab with the “Volume retention Requirement” and site “Impervious area” fields used in the volume reduction performance goal calculation highlighted is displayed below. | The performance goal is calculated for the entire site using the land use parameters entered in the “Site Information” tab as well as for each individual BMP using the impervious area entered for that BMP in the BMP parameters window “Watershed” tab. This allows the user the track how he or she is meeting the performance goal for the entire site in addition to each individual BMP. A screen shot of the “Site Information” tab with the “Volume retention Requirement” and site “Impervious area” fields used in the volume reduction performance goal calculation highlighted is displayed below. | ||
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'''Calculate runoff annual volume and pollutant loads''' | '''Calculate runoff annual volume and pollutant loads''' | ||
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The second objective of the MIDS calculator is to calculate annual stormwater runoff volume and pollutant loads for the site using the watershed information and pollutant event mean concentrations (EMCs) entered in the “Site Information” tab. | The second objective of the MIDS calculator is to calculate annual stormwater runoff volume and pollutant loads for the site using the watershed information and pollutant event mean concentrations (EMCs) entered in the “Site Information” tab. | ||
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Pj is the fraction of annual rainfall events that product runoff; and | Pj is the fraction of annual rainfall events that product runoff; and | ||
RV is the runoff coefficient which is dimensionless. | RV is the runoff coefficient which is dimensionless. | ||
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| + | The total annual rainfall depth (P) is determined based on zip code for the state of Minnesota. Average annual precipitation data was calculated using the normal [http://climate.umn.edu/img/normals/precip/precip_norm_annual.htm annual precipitation data from the Minnesota Climatology Working Group] (years 1971 – 2000) and spatially averaging for all zip codes in the state of Minnesota. The fraction of annual rainfall events that produce runoff (Pj) is set at a constant value of 0.9 as recommended by the runoff reduction method (CWP & CSN, 2008). The runoff coefficient (RV) is calculated based on the land use data. The user of the MIDS calculator enters land use information using three land use types and four soils types. The three land use types in the calculator are as follows (CWP & CSN, 2008). | ||
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| + | *Impervious cover: A surface that prevents the infiltration of rainfall and results in an increased volume of surface runoff. This includes roadways, driveways, rooftops, parking lots, sidewalks, and other areas that replace an otherwise pervious surface. A green roof and permeable pavement should be entered as impervious surface. | ||
| + | *Managed turf: The disturbed area, graded for yards or other turf to be mowed/managed. This includes any turf areas that are intended to be mowed and maintained as turf within residential, commercial, industrial, institutional settings, and road right-of ways. BMP surface areas should also be included in this classification except for green roofs, permeable pavement constructed wetlands, and constructed stormwater ponds. | ||
| + | *Forest/open space: The undisturbed area, protected/open space or reforested land. This includes any forested or open space area protected during construction and that will remain undisturbed or will not be routinely mowed, but instead left in a natural vegetative state. | ||
| + | *Note: Water surface areas for wetlands and stormwater ponds should not be included as a landcover in the calculator. The calculator uses the conservative assumption that precipitation and evapotranspiration at the surface of these systems are neutralizing and that pollutant load additions from precipitation alone are minimal. | ||
| + | Each land use with an associated soil type is assigned a corresponding runoff coefficient (CWP & CSN, 2008). The corresponding runoff coefficients are displayed in the following table. An average runoff coefficient based on land use areas is calculated for the site and used to calculate the runoff depth. | ||
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Revision as of 15:52, 5 September 2014
Information for this page is in development. It is anticipated this page will be completed by late winter, 2014.
This section will eventually have information about the MIDS calculator, including a Manual and a link to the calculator. Below is a tentative outline for the section. Pages highlighted in blue are partly populated.
Overview
A Minimal Impact Design Standards (MIDS) best management practice (BMP) calculator was developed to assist designers and regulators in determining conformance to the MIDS performance goals The MIDS BMP calculator is a tool used to determine stormwater runoff volume and pollutant reduction capabilities of various low impact development (LID) BMPs. The MIDS calculator estimates the stormwater runoff volume reductions for various BMPs based on the MIDS performance goal (1.1 inches of runoff off impervious surfaces) and annual pollutant load reductions for total phosphorus (including a breakdown between particulate and dissolved phosphorus) and total suspended solids (TSS).
The MIDs calculator is designed in Microsoft Excel with a graphical user interface (GUI), packaged as a windows application, used to organize input parameters. The Excel spreadsheet conducts the calculations and stores parameters, while the GUI provides a platform that allows the user to enter data and presents results in a user-friendly manner.
The MIDS calculator is divided into four main components: the “Site information” tab, “Schematic” tab, “BMP Properties” window, and “Results” tab. The “Site information” tab is where the user enters information for the entire site being studied. This includes information used to calculate annual precipitation for the study area, average pollutant concentrations in runoff from the entire site, as well as land used areas for the entire study area. The “Schematic” tab is where the user adds or removes BMPs to the site and provides a visual diagram of all BMPs and routing between BMPs. In the “BMP Properties” window the user enters land use areas, routing information, and design parameters specific to an individual BMP. Finally, in the “Results” tab, results are displayed for the entire site as well as individual BMPs. Results include pollutant removal rates and loads, annual volume reduction, as well as conformance to the MIDS performance goal. A detailed overview of individual input parameters and workflows is presented in the MIDS Calculator User Documentation. Below is a detailed discussion of the main objectives of the MIDS calculator and the calculations that take place to meet those objectives.
Objectives
The calculator has five main objectives:
1) Calculates the stormwater runoff volume reduction performance goal for a site.
2) Calculates annual stormwater runoff volumes and pollutant loads (total suspended sediment, dissolved phosphorus, and particulate phosphorus) from site.
3) Provides a method to add stormwater BMPs, input BMP specific parameters, and route overflow stormwater and pollutants to downstream practices.
4) Calculate stormwater runoff volume reduction achieved toward the performance goal and annual stormwater volume and pollutant load reductions for each individual BMP and the entire site.
5) Report results, including stormwater runoff volume reduction applied toward the performance goal, annual pollutant load reductions for TSS, dissolved phosphorus, and particulate phosphorus, as well as annual stormwater volume reduction for the entire site and individual BMPs.
Calculate Volume Reduction Performance Goal
The first objective of the MIDS calculator is to determine the stormwater runoff volume reduction performance goal requirement for a site. Through the implementation of the MIDS statute, the MIDS runoff volume performance goal was created: “For new, nonlinear developments that create more than one acre of new impervious surface on sites without restrictions, stormwater runoff volumes will be controlled and the post-construction runoff volume shall be retained on site for 1.1 inches of runoff from impervious surfaces statewide.” This goal is not time dependent but rather instantaneous. This means that a BMP must retain the required stormwater runoff volume whether it occurs in half an hour or over 12 hours.
For sites with restrictions, the MIDS Work Group recommended a flexible treatment option performance goal. Depending on the feasibility and prudence of implementing BMPs on a site, the flexible treatment option performance goal includes retaining on site at least 0.55 inches of runoff from impervious surfaces and removal of 75% of the annual total phosphorus load leaving the site. Less runoff volume and less total phosphorus load reduction is recommended for sites where implementing BMPs is not feasible or prudent. Off-site stormwater treatment is also allowed.
In the MIDs calculator, the performance goal requirement is calculated by multiplying the “Volume Retention Requirement” by the impervious area of the site. The default value for the volume retention requirement is 1.1 inches. This value can be changed in the calculator to reflect the flexible treatment option. For example, if flexible treatment options are needed for the site, the stormwater volume retention requirement can be changed to 0.55 inches. If changed from the default value of 1.1 inches, the MIDS calculator warns the user. The performance goal requirement is calculated in cubic feet.
The performance goal is calculated for the entire site using the land use parameters entered in the “Site Information” tab as well as for each individual BMP using the impervious area entered for that BMP in the BMP parameters window “Watershed” tab. This allows the user the track how he or she is meeting the performance goal for the entire site in addition to each individual BMP. A screen shot of the “Site Information” tab with the “Volume retention Requirement” and site “Impervious area” fields used in the volume reduction performance goal calculation highlighted is displayed below.
(Screen shot will be inserted)
Calculate runoff annual volume and pollutant loads
The second objective of the MIDS calculator is to calculate annual stormwater runoff volume and pollutant loads for the site using the watershed information and pollutant event mean concentrations (EMCs) entered in the “Site Information” tab.
The annual stormwater runoff volume, pollutant loads for TSS, dissolved phosphorus, and particulate phosphorus are calculated following the runoff reduction method developed by the Center for Watershed Protection & Chesapeake Stormwater Network (CWP & CSN, 2008), which is based off the Simple Method (Schueller, 1987). The runoff reduction method calculates the annual runoff stormwater volume (R) in cubic feet based on the following:
R=D_R*A*3630
Where: Dr is the annual runoff depth in inches; A is the total watershed area in acres; and 3630 is a conversion factor of to convert the final result to cubic feet.
The total watershed area (A) is an input parameter supplied by the user. The annual runoff depth (DR), is calculated using the following: Dr = P * Pj * Rv
Where: P is the total annual rainfall depth in inches; Pj is the fraction of annual rainfall events that product runoff; and RV is the runoff coefficient which is dimensionless.
The total annual rainfall depth (P) is determined based on zip code for the state of Minnesota. Average annual precipitation data was calculated using the normal annual precipitation data from the Minnesota Climatology Working Group (years 1971 – 2000) and spatially averaging for all zip codes in the state of Minnesota. The fraction of annual rainfall events that produce runoff (Pj) is set at a constant value of 0.9 as recommended by the runoff reduction method (CWP & CSN, 2008). The runoff coefficient (RV) is calculated based on the land use data. The user of the MIDS calculator enters land use information using three land use types and four soils types. The three land use types in the calculator are as follows (CWP & CSN, 2008).
- Impervious cover: A surface that prevents the infiltration of rainfall and results in an increased volume of surface runoff. This includes roadways, driveways, rooftops, parking lots, sidewalks, and other areas that replace an otherwise pervious surface. A green roof and permeable pavement should be entered as impervious surface.
- Managed turf: The disturbed area, graded for yards or other turf to be mowed/managed. This includes any turf areas that are intended to be mowed and maintained as turf within residential, commercial, industrial, institutional settings, and road right-of ways. BMP surface areas should also be included in this classification except for green roofs, permeable pavement constructed wetlands, and constructed stormwater ponds.
- Forest/open space: The undisturbed area, protected/open space or reforested land. This includes any forested or open space area protected during construction and that will remain undisturbed or will not be routinely mowed, but instead left in a natural vegetative state.
- Note: Water surface areas for wetlands and stormwater ponds should not be included as a landcover in the calculator. The calculator uses the conservative assumption that precipitation and evapotranspiration at the surface of these systems are neutralizing and that pollutant load additions from precipitation alone are minimal.
Each land use with an associated soil type is assigned a corresponding runoff coefficient (CWP & CSN, 2008). The corresponding runoff coefficients are displayed in the following table. An average runoff coefficient based on land use areas is calculated for the site and used to calculate the runoff depth.
- Calculator - link to the MIDS calculator
- User’s Guide
- Links to Manual pages that address the MIDS calculator
- MIDS calculator sample exercises
- MIDS technical documents - documents prepared during development of the calculator
- Technical documents - these are final work products developed by Barr Engineering during the MIDS Project. Most are specific to an individual BMP.
- Links to other calculators
- Requirements, recommendations and information for using Other as a BMP in the MIDS calculator
- Conversion units - list of conversion units that may be used with the MIDS calculator
List of Super Users
The MPCA trained over 50 people across the state to become “Super Users” of the MIDS Calculator. People on the list have agreed to help others use the calculator. Feel free to contact them if you have a question on how to use the calculator.