Council archive · source document
Storm Water management plan · MCU12/0133.03
Plans and drawings: the text below has words only, no drawings.
Noosa Council documents
Bligh Tanner Consulting Engineers
Noosa Flexi Learning Centre Stormwater Management Plan
August 2012
TSS Flow In (kg/yr),37.4551,24.3717,19.9417,122.603
TSS ET Loss (kg/yr),0,0,0,0
TSS Infiltration Loss (kg/yr),0,12.6527,13.0389,10.7399
TSS Low Flow Bypass Out (kg/yr),0,0,0,0
TSS High Flow Bypass Out (kg/yr),0,0,0,0
TSS Orifice / Filter Out (kg/yr),19.606,0,0,0.244347
TSS Weir Out (kg/yr),0.335678,0,0,0.006478
TSS Transfer Function Out (kg/yr),0,0,0,0
TSS Reuse Supplied (kg/yr),6.52001,0,0,0
TSS Reuse Requested (kg/yr),0,0,0,0
TSS % Reuse Demand Met,0,0,0,0
TSS % Load Reduction,46.7584,100,100,99.7954
TP Flow In (kg/yr),0.207126,0.13449,0.125607,0.235956
TP ET Loss (kg/yr),0,0,0,0
TP Infiltration Loss (kg/yr),0,0.0878825,0.0923026,0.0696649
TP Low Flow Bypass Out (kg/yr),0,0,0,0
TP High Flow Bypass Out (kg/yr),0,0,0,0
TP Orifice / Filter Out (kg/yr),0.123547,0,0,0.000999727
TP Weir Out (kg/yr),0.00206,0,0,2.11818E-5
TP Transfer Function Out (kg/yr),0,0,0,0
TP Reuse Supplied (kg/yr),0.0609768,0,0,0
TP Reuse Requested (kg/yr),0,0,0,0
TP % Reuse Demand Met,0,0,0,0
TP % Load Reduction,39.3571,100,100,99.5673
TN Flow In (kg/yr),2.61547,1.7208,1.64523,1.135
TN ET Loss (kg/yr),0,0,0,0
TN Infiltration Loss (kg/yr),0,1.40174,1.44888,0.790341
TN Low Flow Bypass Out (kg/yr),0,0,0,0
TN High Flow Bypass Out (kg/yr),0,0,0,0
TN Orifice / Filter Out (kg/yr),1.61898,0,0,0.00909755
TN Weir Out (kg/yr),0.0262464,0,0,0.000343
TN Transfer Function Out (kg/yr),0,0,0,0
TN Reuse Supplied (kg/yr),0.833146,0,0,0
TN Reuse Requested (kg/yr),0,0,0,0
TN % Reuse Demand Met,0,0,0,0
TN % Load Reduction,37.0962,100,100,99.1682
GP Flow In (kg/yr),28.8132,18.9831,0,12.5424
GP ET Loss (kg/yr),0,0,0,0
GP Infiltration Loss (kg/yr),0,0,0,0
GP Low Flow Bypass Out (kg/yr),0,0,0,0
GP High Flow Bypass Out (kg/yr),0,0,0,0
GP Orifice / Filter Out (kg/yr),0,0,0,0
GP Weir Out (kg/yr),0,0,0,0
GP Transfer Function Out (kg/yr),0,0,0,0
GP Reuse Supplied (kg/yr),0,0,0,0
GP Reuse Requested (kg/yr),0,0,0,0
GP % Reuse Demand Met,0,0,0,0
GP % Load Reduction,100,100,100,100
No Generic treatment nodes
Other nodes
Location,Pre-Development Node,Post-Development Node
ID,2,12
Node Type,PreDevelopmentNode,PostDevelopmentNode
IN - Mean Annual Flow (ML/yr),2.90,2.02
Print Date: 2 March 2020, 2:19 PM
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