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*Channel length (L<sub>C</sub>): This is the length of a swale or other channel from the furthest upstream point to the furthest downstream point. Units are typically in feet. | *Channel length (L<sub>C</sub>): This is the length of a swale or other channel from the furthest upstream point to the furthest downstream point. Units are typically in feet. | ||
*Channel slope (S): This is the slope of a swale or other channel. Units are typically in percent. The slope is calculated by taking the difference between vertical elevations at the upstream and downstream points of the channel and dividing by the horizontal distance between the two locations. The slope therefore represents an average slope over the length of the channel. For very long channels with variable slopes, it may be desirable to divide the channel into different lengths. | *Channel slope (S): This is the slope of a swale or other channel. Units are typically in percent. The slope is calculated by taking the difference between vertical elevations at the upstream and downstream points of the channel and dividing by the horizontal distance between the two locations. The slope therefore represents an average slope over the length of the channel. For very long channels with variable slopes, it may be desirable to divide the channel into different lengths. | ||
− | *DDT<sub>calc</sub>: The time required for the water elevation to drop from the high water level in a BMP to 1 to 2 inches above the bottom of the facility at the lowest part of the BMP. Units are typically in hours. The | + | *DDT<sub>calc</sub>: The time required for the water elevation to drop from the high water level in a BMP to 1 to 2 inches above the bottom of the facility at the lowest part of the BMP. Units are typically in hours. The Construction Stormwater permit requires a drawdown time of 48 hours or less, with 24 hours recommended when discharges are to a trout stream. |
*Depth at check dam (D<sub>CD</sub>): The elevation change between the overflow point of the check dam (top of check dam) and the soil surface of the swale. Units are typically in feet. | *Depth at check dam (D<sub>CD</sub>): The elevation change between the overflow point of the check dam (top of check dam) and the soil surface of the swale. Units are typically in feet. | ||
*Depth below underdrain (D<sub>U</sub>): The depth of the media between the underdrain invert and the native soils. Units are typically in feet. | *Depth below underdrain (D<sub>U</sub>): The depth of the media between the underdrain invert and the native soils. Units are typically in feet. | ||
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*Volume reduction capacity of a BMP (V): The total volume reduced by a BMP. Encompasses infiltration, ET, and interception, depending on the BMP. Units are typically in cubic feet. | *Volume reduction capacity of a BMP (V): The total volume reduced by a BMP. Encompasses infiltration, ET, and interception, depending on the BMP. Units are typically in cubic feet. | ||
*Volume reduction from interception (V<sub>I</sub>): The volume of water intercepted by a tree canopy. Intercepted water may evaporate or be slowly released such that it does not contribute to stormwater runoff. Units are typically in cubic feet. | *Volume reduction from interception (V<sub>I</sub>): The volume of water intercepted by a tree canopy. Intercepted water may evaporate or be slowly released such that it does not contribute to stormwater runoff. Units are typically in cubic feet. | ||
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+ | [[Category:Level 2 - Best management practices/Guidance and information]] |
This page was last edited on 6 January 2023, at 15:09.