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.
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.
The calculator has five main objectives:
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.
The annual runoff volume is used to calculate the pollutant loads from the site. The pollutants loads (L) in pounds are calculated with the following
Where: R is the annual runoff volume in cubic feet; C is an average annual pollutant concentration in mg/l; and 6.243 * 10-5 is a conversion factor of to convert the final result to pounds
The pollutant concentrations (C) for TSS and TP are input parameters in the “Site Information” tab with recommended values of 54.5 mg/l for the TSS EMC [ http://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&ved=0CCgQFjAA&url=http%3A%2F%2Fwww.dtic.mil%2Fcgi-bin%2FGetTRDoc%3FAD%3DADA430436&ei=zh8jU6yVBujcyQHIvYCICg&usg=AFQjCNFTeVQbSqCLn6Pjtyy4B4cLt5uidQ&sig2=qdXf6L37LZlLhjcgMo40hA&cad=rja Lin, 2003] and 0.3 mg/l (average concentrations for residential and multi-family residential areas reported by Pitt et al. 2004) for the total phosphorus EMC. These values represent the annual average pollutant concentration in the runoff stormwater from the site. Pollutant EMC values can be changed; however, data and analysis are required to support the new values.
The total phosphorus EMC is further divided into dissolved and particulate phosphorus. An analysis of nationwide stormwater monitoring data determined that the average percentage of dissolved phosphorus to total phosphorus is ~45% (Pitt et al., 2005). This division of total phosphorus to 45% dissolved and 55% particulate phosphorus was used to separate the total phosphorus EMC into dissolved and particulate constituents. Dividing the default total phosphorus EMC into dissolved and particulate phosphorus, results in concentrations of 0.135 mg/l for dissolved phosphorus and 0.165 mg/l for particulate phosphorus.
Annual runoff volumes and pollutant loads are calculated for the entire site using information entered in the “Site Information” tab, as well as for each individual BMP using the land use parameters entered for that BMP in the “BMP Properties” window. A screen shot of the “Site Information” tab with the fields used in the annual volume and pollutant load calculations highlighted is displayed below.
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 (Schueler, 1987). The runoff reduction method calculates the annual runoff stormwater volume (R) in cubic feet based on the following
\(D_r = P * P_j * R_v\)
The total watershed area (A) is an input parameter supplied by the user. The annual runoff depth Dr, is calculated using the following
\(D_r = P * P_j * R_v\)
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).
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.
This table shows runoff coefficients by land use and soil type.
Link to this table
|RV coefficients||A soils||B soils||C soils||D soils|
|Managed turf (disturbed soils)||0.15||0.20||0.22||0.25|
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.