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Select a subcatchment on the left to view model input report
plrmUPC55
: BPC10
: 742
: 5%
: gleneaglesbasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 1.7 | 1.7 | 0 | 0% |
| FSP (lbs/yr) | 1,677 | 1,677 | 0 | 0% |
| TP (lbs/yr) | 5 | 5 | 0 | 0% |
| TN (lbs/yr) | 15 | 15 | 0 | 0% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erosion Potential 2 | 2.2 | 2.2 | ||
| Erosion Potential 3 | 0.6 | 0.6 | ||
| Roads | 1.7 | 1.7 | ||
| Single Family Residential | 7.7 | 7.7 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 2 | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | ||
| Roads | 57.33% | 57.33% | 80% | |
| Single Family Residential | 13.85% | 13.85% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 100% | 100% | ||
| Protected | 0% | 0% | ||
| Stable | 0% | 0% | ||
| Stable & Protected | 0% | 0% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 1.40 | 67.89% | 67.89% | ||
| 1.70 | 13.99% | 13.99% | ||
| 2.60 | 18.12% | 18.12% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 49 | 49 | 10 - 80% | |
| ICIA | 51 | 51 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.4 | 0.4 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | ||
| Width (ft) | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.99 | 0.99 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.5 | 0.5 | 0.5 |
plrmUPC56
: BPC10
: 742
: 5%
: BorenWestBasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 0.7 | 0.1 | 0.6 | 86% |
| FSP (lbs/yr) | 939 | 4 | 935 | 100% |
| TP (lbs/yr) | 3 | 0 | 3 | 100% |
| TN (lbs/yr) | 7 | 0 | 7 | 100% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erosion Potential 2 | 0.3 | 0.3 | ||
| Erosion Potential 3 | 0.3 | 0.3 | ||
| Roads | 0.7 | 0.7 | ||
| Single Family Residential | 0.8 | 0.8 | ||
| Unpaved Road | 0 | 0 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 2 | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | ||
| Roads | 66.24% | 66.24% | 80% | |
| Single Family Residential | 16.58% | 16.58% | 40% | |
| Unpaved Road | 0% | 0% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 83.67% | 83.67% | ||
| Protected | 0% | 0% | ||
| Stable | 0% | 0% | ||
| Stable & Protected | 16.33% | 16.33% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 1.40 | 83.27% | 83.27% | ||
| 2.30 | 16.73% | 16.73% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 59 | 0 | 10 - 80% | |
| ICIA | 41 | 0 | ||
| Infiltration Facilities | 0 | 100 | ||
| Pervious Channels | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.4 | 0.4 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 160 | ||
| Surface Area (sq. ft.) | 0 | 15 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | ||
| Width (ft) | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.99 | 0.99 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.5 | 0.5 | 0.5 |
plrmUPC59
: BPC10
: 742
: 5%
: WetBasin_Nottaway
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 6.7 | 7 | -0.3 | -4% |
| FSP (lbs/yr) | 4,545 | 4,739 | -194 | -4% |
| TP (lbs/yr) | 16 | 17 | -1 | -6% |
| TN (lbs/yr) | 53 | 56 | -3 | -6% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erosion Potential 2 | 4.5 | 4.5 | ||
| Erosion Potential 3 | 5.3 | 5.3 | ||
| Erosion Potential 4 | 0.3 | 0.3 | ||
| Roads | 6.4 | 6.4 | ||
| Single Family Residential | 18.8 | 18.8 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 2 | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Roads | 54.06% | 54.06% | 80% | |
| Single Family Residential | 17.4% | 17.4% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 64.35% | 64.35% | ||
| Protected | 2.7% | 2.7% | ||
| Stable | 15.31% | 15.31% | ||
| Stable & Protected | 17.64% | 17.64% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 1.40 | 8.16% | 8.16% | ||
| 1.70 | 21.14% | 21.14% | ||
| 2.00 | 33.31% | 33.31% | ||
| 2.30 | 13.7% | 13.7% | ||
| 2.60 | 23.69% | 23.69% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 54 | 0 | 10 - 80% | |
| ICIA | 46 | 36 | ||
| Infiltration Facilities | 0 | 64 | ||
| Pervious Channels | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.4 | 0.4 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 567 | ||
| Surface Area (sq. ft.) | 0 | 84 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | ||
| Width (ft) | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 40% | 40% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.91 | 0.91 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.5 | 0.5 | 0.5 |
plrmUPC60
: BPC10
: 742
: 5%
: WetBasin_Muskwaki
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 16.4 | 17.5 | -1.1 | -7% |
| FSP (lbs/yr) | 11,906 | 12,748 | -842 | -7% |
| TP (lbs/yr) | 41 | 45 | -4 | -10% |
| TN (lbs/yr) | 139 | 153 | -14 | -10% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erosion Potential 2 | 7.4 | 7.4 | ||
| Erosion Potential 3 | 24.2 | 24.2 | ||
| Erosion Potential 4 | 1.9 | 1.9 | ||
| Roads | 12.7 | 12.7 | ||
| Single Family Residential | 29.9 | 29.9 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 2 | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Roads | 58.04% | 58.04% | 80% | |
| Single Family Residential | 19.37% | 19.37% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 54.95% | 54.95% | ||
| Protected | 3.29% | 3.29% | ||
| Stable | 33.86% | 33.86% | ||
| Stable & Protected | 7.9% | 7.9% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 1.40 | 2.88% | 2.88% | ||
| 1.70 | 2.01% | 2.01% | ||
| 2.00 | 23.05% | 23.05% | ||
| 2.30 | 63.25% | 63.25% | ||
| 2.60 | 8.81% | 8.81% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 76 | 0 | 10 - 80% | |
| ICIA | 24 | 14 | ||
| Infiltration Facilities | 0 | 86 | ||
| Pervious Channels | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.3 | 0.3 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 1,081 | ||
| Surface Area (sq. ft.) | 0 | 104 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | ||
| Width (ft) | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 40% | 40% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.83 | 0.83 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.5 | 0.5 | 0.5 |
plrmUPC60washoanDr
: BPC10
: 742
: 5%
: WashoanBasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 4.3 | 4.3 | 0 | 0% |
| FSP (lbs/yr) | 4,666 | 4,666 | 0 | 0% |
| TP (lbs/yr) | 14 | 14 | 0 | 0% |
| TN (lbs/yr) | 45 | 45 | 0 | 0% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Roads | 5 | 5 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Roads | 55.37% | 55.37% | 80% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 28.66% | 28.66% | ||
| Protected | 0% | 0% | ||
| Stable | 48.51% | 48.51% | ||
| Stable & Protected | 22.83% | 22.83% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 1.40 | 37.05% | 37.05% | ||
| 2.00 | 16.13% | 16.13% | ||
| 2.30 | 31.78% | 31.78% | ||
| 2.60 | 15.03% | 15.03% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 75 | 75 | 10 - 80% | |
| ICIA | 25 | 25 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.3 | 0.3 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | ||
| Width (ft) | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
No applicable land uses in catchment |
||||
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
No applicable land uses in catchment |
||||
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
No applicable land uses in catchment |
||||
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
No applicable land uses in catchment |
||||
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
No applicable land uses in catchment |
||||
Select a Treatment BMP on the left to view model input report
BorenWestBasin
: BPC10
: plrmUPC56
: 1
Infiltration Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Footprint (sq ft) | 1,312 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.25 | 0.4 | 0.05 | 1.5 |
| Water Quality Volume (cu ft) | 2,623 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
CECs not applicable |
|||||
WashoanBasin
: BPC10
: plrmUPC60washoanDr
: 13
Infiltration Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Footprint (sq ft) | 935 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.9 | 0.4 | 0.05 | 1.5 |
| Water Quality Volume (cu ft) | 935 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
CECs not applicable |
|||||
gleneaglesbasin
: BPC10
: plrmUPC55
: 6
Infiltration Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Footprint (sq ft) | 1,680 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.1 | 0.4 | 0.05 | 1.5 |
| Water Quality Volume (cu ft) | 3,361 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
CECs not applicable |
|||||
WetBasin_Muskwaki
: BPC10
: plrmUPC60
: 47
Wet Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 48 | 48 | 48 | 72 |
| Minimum HRT of Wet Pool (hrs) | 24 | 24 | 24 | 96 |
| Surcharge Basin Volume (cu ft) | 2,500 | 2,500 | ||
| Wet Pool Footprint (cu ft) | 75,000 | 1,000 | ||
| Wet Pool Volume (cu ft) | 37,500 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
| TSS | 10 | 10 | 3 | 8.1 | 26 |
| FSP | 10 | 10 | 3 | 8.1 | 26 |
| TN | 0.95 | 0.95 | 1.1 | 1.5 | 2 |
| DIN | 0.1 | 0.1 | 0.12 | 0.16 | 0.21 |
| TP | 0.1 | 0.1 | 0.06 | 0.1 | 0.2 |
| SRP | 0.04 | 0.04 | 0.024 | 0.04 | 0.08 |
WetBasin_Nottaway
: BPC10
: plrmUPC59
: 17
Wet Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 48 | 48 | 48 | 72 |
| Minimum HRT of Wet Pool (hrs) | 24 | 24 | 24 | 96 |
| Surcharge Basin Volume (cu ft) | 8,000 | 2,500 | ||
| Wet Pool Footprint (cu ft) | 4,500 | 1,000 | ||
| Wet Pool Volume (cu ft) | 4,500 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
| TSS | 10 | 10 | 3 | 8.1 | 26 |
| FSP | 10 | 10 | 3 | 8.1 | 26 |
| TN | 0.95 | 0.95 | 1.1 | 1.5 | 2 |
| DIN | 0.1 | 0.1 | 0.12 | 0.16 | 0.21 |
| TP | 0.1 | 0.1 | 0.06 | 0.1 | 0.2 |
| SRP | 0.04 | 0.04 | 0.024 | 0.04 | 0.08 |