Page 141 - Biosystems Engineering

Porous Pavement = 6) * (n xx 16.0 (5.90–48.7) xx 0.09 (0.05–0.15) xx xx xx xx

Media Filter = 38) * (n 43.3 (27.3–59.6) 15.9 (9.7–22.0) 0.20 (0.15–0.26) 0.14 (0.11–0.16) 0.09 (0.03–0.14) 0.09 (0.07–0.11) 1.31 (1.19–1.42) 0.76 (0.62–0.89)

Biofilter = 57) * (n 52.2 (41.4–62.9) 23.9 (15.1–32.8) 0.25 (0.22–0.28) 0.34 (0.26–0.41) 0.09 (0.07–0.11) 0.44 (0.21–0.67) 0.94 (0.94–1.69) 0.78 (0.53–1.03)

Wetland Basin = 19) * (n 37.8 (18.1–53.4) 17.8 (9.3–26.3) 0.27 (0.11–0.43) 0.14 (0.04–0.24) 0.10 (0.04–0.22) 0.17 (0.03–0.31) 2.12 (1.58–2.66) 1.15 (0.82–1.62)

Wet Pond = 46) * (n 34.1 (19.2–49.1) 13.4 (7.3–19.5) 0.21 (0.13–0.29) 0.12 (0.09–0.16) 0.09 (0.06–0.13) 0.08 (0.04–0.11) 1.64 (1.39–1.94) 1.43 (1.17–1.68) Median of Average Influent and Effluent Concentrations of Some BMPs (Continued)

Detention Pond = 25) * (n 72.7 (41.7–103.6) 31.0 (16.1–46.0) 0.19 (0.17–0.22) 0.19 (0.12–0.27) 0.09 (0.06–0.13) 0.12 (0.07–0.18) 1.25 (0.83–1.66) 2.72 (1.81–3.63)

Sample Location Influent Effluent Influent Effluent Influent Effluent Influent Effluent

Constituent TSS (mg/L) Total P (mg/L) Diss. P (mg/L) Total N (mg/L) TABLE 3.2

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