Page 140 - Biosystems Engineering
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Porous
Wetland
Wet Pond Pavement Media Filter Biofilter Basin = 6) * (n = 38) * (n = 57) * (n = 19) * (n = 46) * (n xx 43.3 52.2 37.8 34.1 (27.3–59.6) (41.4–62.9) (18.1–53.4) (19.2–49.1) 16.0 15.9 23.9 17.8 13.4 (5.90–48.7) (9.7–22.0) (15.1–32.8) (9.3–26.3) (7.3–19.5) xx 0.20
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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