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5179SQMP_2 PearsonsRd_Feb2021_Rev2_
Initial Volume (m^3)
Extended detention depth (m) 0.15 0.2 0.1 0.1 0.1 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 0.2 0.2 1 1
Notional Detention Time (hrs)
Orifice Discharge Coefficient
Weir Coefficient 1.7 1.7 1.7 1.7 1.7 1.7 1.7
Number of CSTR Cells 3 3 3 3 3 3 3
Total Suspended Solids - k (m/yr) 8000 8000 8000 8000 8000 8000 8000
Total Suspended Solids - C* (mg/L) 20 20 20 20 20 20 20
Total Suspended Solids - C** (mg/L)
Total Phosphorus - k (m/yr) 6000 6000 6000 6000 6000 6000 6000
Total Phosphorus - C* (mg/L) 0.13 0.13 0.13 0.13 0.13 0.13 0.13
Total Phosphorus - C** (mg/L)
Total Nitrogen - k (m/yr) 500 500 500 500 500 500 500
Total Nitrogen - C* (mg/L) 1.4 1.4 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 3 3
Reuse Enabled Off Off Off Off Off Off Off
Max drawdown height (m)
Annual Demand Enabled Off 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
Annual Demand Monthly Distribution: Dec
Daily Demand Enabled Off Off Off Off Off Off Off
Daily Demand Value (ML/day)
Custom Demand Enabled Off Off Off Off Off Off Off
Custom Demand Time Series File
Custom Demand Time Series Units
Filter area (sqm) 120 25 1.5 1.5 1.5 40 7.5
Filter perimeter (m) 44 0.01 4.8 4.8 4.8 0.01 16
Filter depth (m) 0.4 0.4 0.4 0.4 0.4 0.4 0.4
Filter Median Particle Diameter (mm)
Saturated Hydraulic Conductivity (mm/hr) 250 250 250 250 250 250 200
Infiltration Media Porosity 0.35 0.35 0.35 0.35 0.35 0.35 0.35
Length (m)
Bed slope
Base Width (m)
Top width (m)
Vegetation height (m)
Vegetated with Vegetated with Vegetated with Vegetated Vegetated with Vegetated with
Vegetated with Effective Effective Effective with Effective Effective Effective
Effective Nutrient Nutrient Nutrient Nutrient Nutrient Nutrient Nutrient
Removal Plants Removal Removal Removal Removal Removal Removal
Vegetation Type Plants Plants Plants Plants Plants Plants
Total Nitrogen Content in Filter (mg/kg) 800 400 400 400 400 400 400
Orthophosphate Content in Filter (mg/kg) 50 50 50 50 50 50 50
Is Base Lined? No No No Yes Yes No No
Is Underdrain Present? Yes Yes Yes Yes Yes Yes Yes
Is Submerged Zone Present? Yes No No No No No No
Submerged Zone Depth (m) 0.15
B for Media Soil Texture 13 13 13 13 13 13 13
Proportion of upstream impervious area treated
Exfiltration Rate (mm/hr) 0.36 0.36 0.36 3.6 3.6 0.36 0.36
Evaporative Loss as % of PET 100 100 100 100 100 100 100
Depth in metres below the drain pipe
TSS A Coefficient
TSS B Coefficient
TP A Coefficient
TP B Coefficient
TN A Coefficient
TN B Coefficient
Sfc 0.61 0.37 0.37 0.37 0.37 0.37 0.37
S* 0.37 0.22 0.22 0.22 0.22 0.22 0.22
Sw 0.11 0.11 0.11 0.11 0.11 0.11 0.11
Sh 0.05 0.05 0.05 0.05 0.05 0.05 0.05
Emax (m/day) 0.008 0.008 0.008 0.008 0.008 0.008 0.008
Ew (m/day) 0.001 0.001 0.001 0.001 0.001 0.001 0.001
IN - Mean Annual Flow (ML/yr) 20.5 2.09 0.818 2.17 0.475 1.19 3.1
IN - TSS Mean Annual Load (kg/yr) 3.03E+03 445 171 456 100 251 647
IN - TP Mean Annual Load (kg/yr) 6.83 0.864 0.343 0.915 0.198 0.49 1.29
IN - TN Mean Annual Load (kg/yr) 35.5 4.34 1.7 4.45 0.979 2.46 6.38
IN - Gross Pollutant Mean Annual Load (kg/yr) 260 49.8 19.5 51.7 11.3 28.5 73.8
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