General summary of comparative BMP phosphorus removal performancea,e,f
Link to this table
BMP Group | BMP Design Variation | Average TP Removal Rate (%)b | Maximum TP Removal Rate (%)c | Average Soluble P Removal Rate (%)dg |
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Bioretention | Underdrain | 59 see Phosphorus credits for bioretention systems with an underdrain |
80 see Phosphorus credits for bioretention systems with an underdrain |
0 see Phosphorus credits for bioretention systems with an underdrain |
Infiltration |
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Filtration | Media Filter | 50 | 55 | 0 |
Vegetative Filters (dry) | 50 | 55 | 0 | |
Wet Swale | 0 | 35 | 0 | |
Infiltrationf,i | Infiltration Trench |
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|
Infiltration Basin |
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|
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Stormwater Ponds | Wet Pond | 50 | 75 | 0 |
Multiple Pond | 60 | 75 | 0 | |
Stormwater Wetlands | Shallow Wetland | 40 | 45 | 0 |
Pond/Wetland | 44 | 49 | 33 |
a Removal rates shown in table are a composite of five sources: ASCE/EPA International BMP Database; Caraco (CWP), 2001; MDE, 2000; Winer (CWP), 2000; and Issue Paper D P8 modeling
b Average removal efficiency expected under MPCA Construction General Permit sizing requirements
c Upper limit on phosphorus removal with increased sizing and design features, based on national review
d Average rate of soluble phosphorus removal in literature
e See also Stormwater pollutant removal, stormwater credits
f Note that the performance numbers apply only to that portion of total flow actually being treated; it does not include any runoff that by-passes the BMP
g Note that soluble P can transfer from surface water to ground water, but this column refers only to surface water
h Note that 100% is assumed for all infiltration, but only for that portion of the flow fully treated in theinfiltration facility; by-passed runoff or runoff diverted via underdrain does not receive this level of treatment
This page was last edited on 4 August 2022, at 20:07.