5179IWMP_Rev3

Total Outflow (ML/yr)                             1.48325           0.358233       0.792424        4.68343        1.48325          2.15187       0.366319    0.366319     0.320917
Change in Soil Storage (ML/yr)                    0.003359         0.00176691     0.00179455      0.0106063       0.003359       0.00301164          0           0       0.00158291
TSS Baseflow Out (kg/yr)                          2.11306            1.11221        1.12375        6.69662        2.11632          1.89682           0           0        0.991857
TSS Total Stormflow Out (kg/yr)                   303.082            61.9375        159.558        941.835        298.845          452.816        10.8913     10.9345     56.0281
TSS Total Outflow (kg/yr)                         305.195            63.0498        160.682        948.531        300.962          454.713        10.8913     10.9345     57.0199
TP Baseflow Out (kg/yr)                          0.0214813          0.0112984      0.0114766      0.0679873      0.0215114       0.0192775           0           0       0.0101236
TP Total Stormflow Out (kg/yr)                    0.589202          0.123155       0.310431        1.84467        0.593119        0.887105       0.0605585   0.0612534    0.106651
TP Total Outflow (kg/yr)                          0.610683          0.134453       0.321908        1.91265        0.614631        0.906382       0.0605585   0.0612534    0.116774
TN Baseflow Out (kg/yr)                           0.274543          0.144635       0.146633        0.869181        0.2741          0.24591           0           0        0.129479
TN Total Stormflow Out (kg/yr)                    2.76165           0.579818        1.48801        8.83222        2.78316          4.21096       0.767111     0.7624      0.504829
TN Total Outflow (kg/yr)                           3.0362           0.724452        1.63465         9.7014        3.05726          4.45687       0.767111     0.7624      0.634308
GP Total Outflow (kg/yr)                          35.4901            6.46963        18.9605        112.061        35.4901          52.0144        8.47437     8.47437     5.79571

No Imported Data Source nodes


USTM treatment nodes
                                                                                                                                Buffer for CMT
                                                BB4 - 60m2          BB5 18m2      BB3 - 13.5m2   BB2 - 13.2m2   BB1 - 15.5m2
Location                                                                                                                               G
ID                                                   4                  6              8              10             11              16
                                                                  BioRetentionNo BioRetentionNo BioRetentionNo BioRetentionNo
                                             BioRetentionNodeV4                                                                  BufferNode
Node Type                                                             deV4           deV4           deV4           deV4
Lo-flow bypass rate (cum/sec)                        0                  0              0              0              0
Hi-flow bypass rate (cum/sec)                       100                100            100            100            100
Inlet pond volume
Area (sqm)                                          85                 18             13.5           13.2           15.5        47.79031889
Initial Volume (m^3)
Extended detention depth (m)                        0.3                0.2            0.2            0.2            0.2
Number of Rainwater tanks
Permanent Pool Volume (cubic metres)
Proportion vegetated
Equivalent Pipe Diameter (mm)
Overflow weir width (m)                              2                  1             0.2             1              1
Notional Detention Time (hrs)
Orifice Discharge Coefficient
Weir Coefficient                                    1.7                1.7            1.7            1.7            1.7
Number of CSTR Cells                                 3                  3              3              3              3
Total Suspended Solids - k (m/yr)                  8000               8000           8000           8000            8000
Total Suspended Solids - C* (mg/L)                  20                 20             20              20             20
Total Suspended Solids - C** (mg/L)
Total Phosphorus - k (m/yr)                        6000               6000           6000           6000            6000
Total Phosphorus - C* (mg/L)                        0.13              0.13            0.13           0.13           0.13
Total Phosphorus - C** (mg/L)
Total Nitrogen - k (m/yr)                           500                500            500            500            500
Total Nitrogen - C* (mg/L)                          1.4                1.4            1.4            1.4            1.4
Total Nitrogen - C** (mg/L)
Threshold Hydraulic Loading for C** (m/yr)
Horizontal Flow Coefficient                          3                  3              3              3              3
Reuse Enabled                                       Off                Off            Off            Off            Off              Off
Max drawdown height (m)
Annual Demand Enabled                               Off                Off            Off            Off            Off              Off
Annual Demand Value (ML/year)
Annual Demand Distribution
Annual Demand Monthly Distribution: Jan
Annual Demand Monthly Distribution: Feb
Annual Demand Monthly Distribution: Mar
Annual Demand Monthly Distribution: Apr
Annual Demand Monthly Distribution: May
Annual Demand Monthly Distribution: Jun
Annual Demand Monthly Distribution: Jul
Annual Demand Monthly Distribution: Aug
Annual Demand Monthly Distribution: Sep
Annual Demand Monthly Distribution: Oct
Annual Demand Monthly Distribution: Nov