Difference between revisions of "Contributing drainage area to stormwater BMPs"
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*The recommended contributing area should be decreased or may be increased based on pollutant loading (decrease with higher pollutant loads) | *The recommended contributing area should be decreased or may be increased based on pollutant loading (decrease with higher pollutant loads) | ||
| − | <span title="The runoff coefficient (C) is a dimensionless coefficient relating the amount of runoff to the amount of precipitation received. It is a larger value for areas with low infiltration and high runoff (pavement, steep gradient), and lower for permeable, well vegetated areas (forest, flat land)."> [https://stormwater.pca.state.mn.us/index.php?title=Runoff_coefficients_for_5_to_10_year_storms '''Runoff coefficients''']</span> may be calculated for an area contributing to a BMP. Runoff coefficients greater than about 0.55 are typical of urban areas having 50 percent or more impervious surface. Typical runoff coefficients are shown on these pages ([https://stormwater.pca.state.mn.us/index.php/Runoff_coefficients_for_5_to_10_year_storms], [https://stormwater.pca.state.mn.us/index.php/Runoff_coefficients_by_land_use_and_soil_type]) and discussed [https://stormwater.pca.state.mn.us/index.php/The_Simple_Method_for_estimating_phosphorus_export#Runoff_coefficient_.28Rv.29 here]. To see how runoff <span title="The SCS curve number method is a widely used method for determining the approximate amount of runoff from a rainfall even in a particular area. The curve number is based on the area's hydrologic soil group, land use , treatment and hydrologic condition."> '''curve number'''</span> is associated with impervious percentages, see [https://www. | + | <span title="The runoff coefficient (C) is a dimensionless coefficient relating the amount of runoff to the amount of precipitation received. It is a larger value for areas with low infiltration and high runoff (pavement, steep gradient), and lower for permeable, well vegetated areas (forest, flat land)."> [https://stormwater.pca.state.mn.us/index.php?title=Runoff_coefficients_for_5_to_10_year_storms '''Runoff coefficients''']</span> may be calculated for an area contributing to a BMP. Runoff coefficients greater than about 0.55 are typical of urban areas having 50 percent or more impervious surface. Typical runoff coefficients are shown on these pages ([https://stormwater.pca.state.mn.us/index.php/Runoff_coefficients_for_5_to_10_year_storms], [https://stormwater.pca.state.mn.us/index.php/Runoff_coefficients_by_land_use_and_soil_type]) and discussed [https://stormwater.pca.state.mn.us/index.php/The_Simple_Method_for_estimating_phosphorus_export#Runoff_coefficient_.28Rv.29 here]. To see how runoff <span title="The SCS curve number method is a widely used method for determining the approximate amount of runoff from a rainfall even in a particular area. The curve number is based on the area's hydrologic soil group, land use , treatment and hydrologic condition."> '''curve number'''</span> is associated with impervious percentages, see [https://www.chijournal.org/Journals/PDF/R200-23 at this link]. |
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Latest revision as of 18:32, 29 December 2022
Contributing drainage area is defined as the total area, including pervious and impervious surfaces, contributing to a best management practice (BMP). It is assumed that in most cases, with the exception of green roofs and many permeable pavement systems, impervious surfaces will constitute more than 50 percent of the contributing area to the BMP and that most of this impervious is directly connected impervious. The recommended contributing area to a BMP may be modified for the following conditions.
- The recommended contributing area may be increased if pervious surfaces constitute the majority of the contributing area and soils are hydrologic soil group (HSG) A or B
- The recommended contributing area should be decreased if impervious surfaces contribute more than 80 percent of the contributing area or if the entire impervious surface is directly connected and routed to the BMP
- The recommended contributing area should be decreased or may be increased based on pollutant loading (decrease with higher pollutant loads)
Runoff coefficients may be calculated for an area contributing to a BMP. Runoff coefficients greater than about 0.55 are typical of urban areas having 50 percent or more impervious surface. Typical runoff coefficients are shown on these pages ([1], [2]) and discussed here. To see how runoff curve number is associated with impervious percentages, see at this link.
This page was last edited on 29 December 2022, at 18:32.