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RFI - Attachment E - SWMP Callaghan and Toth
Change in Soil Storage (ML/yr) 0.00189318 0.000413636 0.00144773 0.000517 0.00247782 0 0 0 1.83E-05 0.000298273 0.000509091 1.11E-05 0 0.00149145
TSS Baseflow Out (kg/yr) 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TSS Total Stormflow Out (kg/yr) 1174.45 121.89 1363.07 150.903 1544.19 123.181 24.5017 1367.84 143.768 230.067 355.427 87.6843 18.5754 349.786
TSS Total Outflow (kg/yr) 1174.45 121.89 1363.07 150.903 1544.19 123.181 24.5017 1367.84 143.768 230.067 355.427 87.6843 18.5754 349.786
TP Baseflow Out (kg/yr) 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TP Total Stormflow Out (kg/yr) 3.07314 0.312952 1.09147 0.380517 4.11381 0.658291 0.132684 2.16194 0.229702 0.371392 0.550454 0.139938 0.0988455 0.918452
TP Total Outflow (kg/yr) 3.07314 0.312952 1.09147 0.380517 4.11381 0.658291 0.132684 2.16194 0.229702 0.371392 0.550454 0.139938 0.0988455 0.918452
TN Baseflow Out (kg/yr) 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TN Total Stormflow Out (kg/yr) 19.8251 2.02759 7.01838 2.49888 26.4986 8.57996 1.68951 7.1999 0.758169 1.18326 1.83308 0.461354 1.29793 5.99227
TN Total Outflow (kg/yr) 19.8251 2.02759 7.01838 2.49888 26.4986 8.57996 1.68951 7.1999 0.758169 1.18326 1.83308 0.461354 1.29793 5.99227
GP Total Outflow (kg/yr) 189.143 15.8241 55.3844 19.7801 247.555 84.7437 16.9487 71.1847 7.44643 7.93386 10.7827 4.53261 12.881 39.6693
No Imported Data Source nodes
USTM treatment nodes
BIOBASIN 2 BIOBASIN 1 Rainwater Tank Rainwater Tank Buffer -
Location Bio-Retention Swale (BB2) (BB1) x 10 x2 Swale 2 Swale 1 adjacent grass BIOpod CMT6 Rainwater Tank Swale 4
ID 9 14 15 16 17 19 21 25 26 28 30
BioRetentionNo BioRetentionNo RainWaterTank RainWaterTank BioRetentionNo RainWaterTank
Node Type MediaFiltrationNode deV4 deV4 Node Node SwaleNode SwaleNode BufferNode deV4 Node SwaleNode
Lo-flow bypass rate (cum/sec) 0 0 0 0 0 0 0 0 0 0
Hi-flow bypass rate (cum/sec) 100 100 100 100 100 100 100
Inlet pond volume 0 0 0
Area (sqm) 48 34 144 22 4.4 62.87723881 12 2.2
Initial Volume (m^3) 44.9 8.98 4.49
Extended detention depth (m) 0.5 0.3 0.4 0.1 0.1 0.3 0.4 0.2 0.1 0.3
Number of Rainwater tanks 10 2 1
Permanent Pool Volume (cubic metres) 44.9 8.98 4.49
Proportion vegetated 0 0 0
Equivalent Pipe Diameter (mm) 158 71 50
Overflow weir width (m) 2 2 2 10 10 42 2 10
Notional Detention Time (hrs) 3.32E-02 3.29E-02 3.32E-02
Orifice Discharge Coefficient 0.6 0.6 0.6
Weir Coefficient 1.7 1.7 1.7 1.7 1.7 1.7 1.7
Number of CSTR Cells 3 3 3 2 2 10 10 3 2 10
Total Suspended Solids - k (m/yr) 15000 8000 8000 400 400 8000 15000 8000 400 15000
Total Suspended Solids - C* (mg/L) 30 20 20 12 12 20 30 20 12 30
Total Suspended Solids - C** (mg/L) 12 12 14 13.6 12 13.6
Total Phosphorus - k (m/yr) 12000 6000 6000 300 300 6000 12000 6000 300 12000
Total Phosphorus - C* (mg/L) 0.18 0.13 0.13 0.13 0.13 0.13 0.18 0.13 0.13 0.18
Total Phosphorus - C** (mg/L) 0.13 0.13 0.13 0.143 0.13 0.143
Total Nitrogen - k (m/yr) 1000 500 500 40 40 500 1000 500 40 1000
Total Nitrogen - C* (mg/L) 1.7 1.4 1.4 1.4 1.4 1.4 1.7 1.4 1.4 1.7
Total Nitrogen - C** (mg/L) 1.4 1.4 1.4 1.68 1.4 1.68
Threshold Hydraulic Loading for C** (m/yr) 3500 3500 3500 3500 3500 3500
Horizontal Flow Coefficient 3 3 3
Reuse Enabled Off Off Off Off Off Off Off Off Off Off Off
Max drawdown height (m)
Annual Demand Enabled Off Off Off Off Off Off Off Off Off Off Off
Daily Demand Enabled Off Off Off Off Off Off Off Off Off Off Off
Daily Demand Value (ML/day)
Custom Demand Enabled Off Off Off Off Off Off Off Off Off Off Off
Custom Demand Time Series File
Custom Demand Time Series Units
Filter area (sqm) 25 30 144 12
Filter perimeter (m) 14 14 14
Filter depth (m) 0.5 0.4 0.5 0.4
Filter Median Particle Diameter (mm) 0.45
Saturated Hydraulic Conductivity (mm/hr) 316.8 316 222 316
Infiltration Media Porosity 0.3 0.35 0.35 0.35
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