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RFI - Stormwater management (flood report)
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Comment#1 25 Pavilion Street
Comment#2 Mitigated (M01) IMPORT SAVE & RUN
Comment#3 Sensitivity - Initial Loss=30mm CLEAR_ALL BROWSE WBNM_Run: C:\TEST\Pav\wbnm2019_w64.exe
RESULTS_ONLY BROWSE ARR2019 Gauge C:\TEST\Pav\PomonaIFD.csv Note this must be in same location as runfile
GENERAL_PARAMETERS DEFAULTS BROWSE ARR_Catchment: QLD_ARR_Datahub.txt Note this must be in same location as runfile
Lag Parameter (C) 1.6 0.138 BROWSE ARR_Patterns: QLD_ECnorth_Increments.csv Note this must be in same location as runfile
Stream Lag Factor 1 0.095 LAST_BUILD: C:\Projects\21-0166\003\M01.wbn
Calculation Timestep 1 mins 0.047
Initial Loss 30 mm 0
Continuing Loss Rate 2.4 mm/hr RAINGAUGE TIPS PomonaIFD
TOPOLOGY STORMS TIPS ARR STRUCTURE
Subarea Name Connects_to Area_ha Imp_% Storm# AEP (ARI) Dura_mins Subarea IWL D-Fact Type %Per to LS %Imp to LS
1 Ex A1 0.138 50 1 1 10 A1 0 1 OUTLET HS
2 A1 A2 2.077 50 2 1 15 WEIRS Weir#1 Weir#2 PIPES Pipe#1 Pipe#2 Pipe#3 Elevation_m Storage_m3
3 A2 SINK 1.354 5 3 1 20 Diverts to Sub A2 Diverts to Sub A2 0 0
4 4 1 25 Crest Elev [m] 0.6 Invert [m] 0 0.1 26
5 5 1 30 Length [m] 4 No. Barrels 1 0.2 55
6 6 1 45 Weir Coeff 1.6 Ent. Type 1 0.3 87
7 7 1 60 D_Fact 1 Dia/(Width)[mm] 450 0.4 123
8 8 1 90 Directed to TOP (Height)[mm] 0.5 162
9 9 1 120 Delay [mins] 0 Disch-Factor 1 0.6 205
10 10 1 180 Directed to TOP 0.7 251
11 11 1 270 Delay [mins] 0 0.8 301
12 12 1 360 0.87 338
SINK 1 395
RESULTS
1 2 3 4 5 6 7 8 9 10 11 12
Structure Averages 1 AEP 10 mins 1 AEP 15 mins 1 AEP 20 mins 1 AEP 25 mins 1 AEP 30 mins
1 AEP 45 mins 1 AEP 60 mins 1 AEP 90 mins 1 AEP 120 mins
1 AEP 180 mins 1 AEP 270 mins 1 AEP 360 mins
Ex 0.0621 0.0678 0.0639 0.0671 0.0679 0.0639 0.0553 0.0496 0.0467 0.0387 0.0333 0.0376
A1 0.4489 0.6848 0.7419 0.7857 0.7881 0.7363 0.6991 0.6392 0.6077 0.5692 0.4877 0.5552
A2 0.3659 0.6742 0.897 1.0465 1.0731 1.0487 1.0214 0.9478 0.8881 0.8334 0.7266 0.8303
Structure_averages
Inflow Peak [m3/s] 0.7567 0.8266 0.8136 0.8525 0.885 0.8121 0.7491 0.6774 0.6428 0.5851 0.5018 0.5721
Outflow Peak [m3/s] 0.4489 0.6848 0.7419 0.7857 0.7881 0.7363 0.6991 0.6392 0.6077 0.5692 0.4877 0.5552
Inflow Volume [m3] 508.2 735.1 912.5 1057.5 1181.5 1482.6 1717.7 2092.9 2413.8 2943.8 3598.6 4161.5
Max Vol Stored [m3] 244.4 275.5 282.5 287.8 287.8 281.6 277 269.7 266.2 259.6 249.8 257.1
Max Water Elev [m] 0.6859 0.7491 0.7628 0.7735 0.7736 0.7609 0.7519 0.7375 0.7303 0.716 0.6966 0.7114
ARR2019 Actual above mean
Ex 0.063 0.071 0.07 0.071 0.073 0.067 0.062 0.05 0.048 0.041 0.038 0.041
A1 0.449 0.705 0.764 0.787 0.826 0.766 0.721 0.674 0.621 0.597 0.522 0.56
A2 0.366 0.677 0.9 1.051 1.086 1.099 1.362 0.993 0.947 0.851 0.735 0.868
[OCR of page images]
‘Comment#1|25 Pavilion Street
Comment#2| Mitigated (M01) IMPORT
Comment#3| Sensitivity - Initial Loss=30mm CLEAR_ALL
[[eerautts
Lag Parameter (C) 16
Stream Lag Factor} 1
Calculation Timestep 1)mins
Initial Loss 30|mm
Continuing Loss Rate| 2.4|mm/hr
Subarea Name
1|Ex
2|aa
3[A2
Connects_to
AL
Az
‘Area_ha
0.138
2.077
1.354
fea
1 2 3
Structure Averages AEP 10 mins 1 AEP 15 mins 1 AEP 20 mins
ex 0.0621 0.0678 0.0639
Al 0.4489 0.6848 0.7419
A2 0.3659 0.6742 0.897
Structure_averages
Inflow Peak [m3/s] 0.7567 0.8266 0.8136
Outflow Peak [m3/s] 0.4489 0.6848 0.7419
Inflow Volume [m3] 508.2 735.1 912.5
Max Vol Stored [m3] 244.4 275.5 282.5
Max Water Elev [m] 0.6859 0.7491 0.7628
‘ARR2019 Actual above mean
ex 0.063 0.071 0.07
Al 0.449 0.705 0.764
A2 0.366 0.677 0.9
0.138
0.095
0.047
RESULTS_ONLY
TIPS
PomonalFD
SAVE & RUN
BROWSE
BROWSE
BROWSE
BROWSE
WBNM_Run: C:\TEST\Pav\wbnm2019_w64.exe
‘ARR2019 Gauge C:\TEST\Pav\PomonalFD.csv
ARR_Catchment: QLD_ARR_Datahub.txt
ARR_Patterns: QLD_ECnorth_Increments.csv
LAST_BUILD: C:\Projects|21-0166\003\MO1.wbn
Note this must be in same location as runfile
Note this must be in same location as runfile
Note this must be in same location as runfile
Subarea
Storm# ‘AEP (ARI) Durs IWL D-Fact Type %PertoLS _%lmp to LS
1 1 10 AL 0 1 ‘OUTLET
2 1 15 Weirf#1 Weir#2 Pipe#1. Pipe#2 Pipe#3 | Elevation_m Storage_m3
3 1 20 Diverts to Sub A2 DivertstoSub] AZ 0 0
4 1 25, Crest Elev [m] 0.6 Invert [m] 0 0.1 26
5 1 30 Length [m] 4 No. Barrels 1 0.2 55
6 1 45 Weir Coeff 16 Ent. Type 1 03 87
7 1 60 D_Fact 1 Dia/(Width)[mm]|___450 0.4 123
8 1 90 Directed to TOP (Height)[mm] 0s 162
9 1 120 Delay [mins] 0 Disch-Factor 1 06 205
10 1 180 Directed to] TOP 07 251
11 1 270 Delay [mins] 0 0.8 301
2 1 360 0.87 338
1 395
4 5 6 7 8 9 10 11 12
AEP 25 mins 1 AEP 30 mi 1 AEP 45 mins 1AEP 60 mins 1AEP90 mins 1 AEP 120n1 AEP 180 mins 1 AEP 270 mins 1 AEP 360 mins
0.0671 0.0679 0.0639 0.0553 0.0496 0.0467 0.0387 0.0333 0.0376
0.7857 (0.7881 0.7363 0.6991 0.6392 0.6077 0.5692 0.4877 0.5552
1.0465 1.0731 1.0487 1.0214 0.9478 (0.8881 0.8334 0.7266 0.8303
0.8525 0.885 0.8121 0.7491 0.6774 0.6428 0.5851 0.5018 0.5721
0.7857 (0.7881 0.7363 0.6991 0.6392 0.6077 0.5692 0.4877 0.5552
1057.5 1181.5 1482.6 1717.7 2092.9 2413.8 2943.8 3598.6 4161.5
287.8 287.8 281.6 277 269.7 266.2 259.6 249.8 © 257.1
0.7735 (0.7736 0.7609 0.7519 0.7375 (0.7303 0.716 0.6966 0.7114
0.071 0.073 0.067 0.062 0.05 0.048 0.041 0.038 = 0.041
0.787 (0.826 0.766 0.721 0.674 = 0.621 0.597 0.522 0.56
1.051 1.086 1.099 1.362 0.993 0.947 0.851 0.735 0.868
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