May-June 2005

From: Revisiting Design Criteria for Stormwater Treatment Systems, Part 4

Figure One

Comments

Figure 1. Unit Processes in Wet Basins

Water

Aerobic

Dissolved oxygen (DO) >3 mg/L

Eh > 300 mv

  • Diurnal pH: CaCO3/PO4 precipitation
  • Bacteria nitrification - organic N to NH3, NH3 to NO3
  • Aerobic reduction of organics
  • Free floating plant/algae uptake
  • Algae/bacteria biofilm uptake of N,P, metals
  • Sorption of colloids to plants/biofilm

Soil

Aerobic

DO 1 to 3 mg/L

Eh > 300 mv

  • Bacteria nitrification - organic N to NH3, NH3to NO3
  • Metals sorb to organics in soils
  • Precipitation PO4 with Al, Fe+3, Ca in soil
  • Sorption of toxic organics to humic organics
  • Aerobic reduction of organics
  • Rooted plant uptake
  • Metals sorb to Fe-Al Oxide complexes

Facultative

DO<1 mg/L

Eh = 100 to 300 mv

  • Bacteria denitrification - NO3 to N2
  • Reduction of Fe+3 to Fe+2 with loss of PO4
  • Precipitation PO4 with Al, Ca in soil
  • Rooted plant uptake

Facultative

DO<1 mg/L

Eh = -100 to -100 mv

  • Reduction of Fe+3 to Fe+2 with loss of PO4

Anaerobic

DO 0 mg/L

Eh = -200 to -100 mv

  • Reduction of SO4 to S-
  • S- complex with metals
  • Anaerobic reduction of organics
  • Rooted plant uptake

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