Page 142 - Biosystems Engineering
P. 142

Porous
                Wetland
                   Wet Pond Pavement Media Filter  Biofilter  Basin  = 6) *  (n  = 38) *  (n  = 57) *  (n  = 19) *  (n  = 46) *  (n  xx  0.41  0.59  0.22  0.36  (0.30–0.51) (0.44–0.73) (0.01–0.47) (0.21–0.51)  xx  0.82  0.60  0.13  0.23  (0.60–1.05) (0.41–0.79) (0.07–0.26) (0.13–0.37)  xx  1.52  1.80  1.15






                 Detention  Pond  = 25) *  (n  0.70  (0.35–1.05)  0.58  (0.25–0.91)  1.45  (0.97–1.94)  1.89  (1.58–2.19)  Source: International Stormwater BMP Database June 2008 (www.bmpdatabase.org).






                   Sample  Location  Influent  Effluent  Influent  Effluent  of studies reported in database based on BMP category.   2007) for more detailed information.






                     Constituent  Nitrate-N (mg/L)  TKN (mg/L)  TABLE 3.2







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