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Comment#1 25 Pavilion Street
Comment#2 Mitigated (M01) IMPORT SAVE & RUN
Comment#3 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: H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Resources\WBNM\002\M01.wbn
Calculation Timestep 1 mins 0.047
Initial Loss 10 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 0.0853 0.0835 0.0748 0.0763 0.0747 0.0685 0.0604 0.0524 0.048 0.0396 0.0353 0.0377
A1 0.773 0.9268 0.9171 0.9401 0.9017 0.8627 0.7671 0.6994 0.6216 0.5801 0.5038 0.5646
A2 0.7441 1.0748 1.2335 1.315 1.2568 1.196 1.1035 1.0139 0.9108 0.8611 0.7507 0.855
Structure_averages
Inflow Peak [m3/s] 1.038 1.0423 0.9784 1.0085 1.0057 0.9229 0.8182 0.7396 0.6697 0.5944 0.5269 0.5788
Outflow Peak [m3/s] 0.773 0.9268 0.9171 0.9401 0.9017 0.8627 0.7671 0.6994 0.6216 0.5801 0.5038 0.5646
Inflow Volume [m3] 728 953.8 1130.9 1275.8 1399.5 1699.6 1934.4 2307.7 2627.8 3155.2 3806.2 4366.6
Max Vol Stored [m3] 286.4 304.1 303.1 305.7 301.5 296.7 285.5 277.3 267.7 261 251.9 258.4
Max Water Elev [m] 0.7705 0.806 0.8037 0.8088 0.8005 0.7906 0.7684 0.7527 0.7337 0.7193 0.7012 0.7137
ARR2019 Actual above mean
Ex 0.087 0.084 0.075 0.079 0.075 0.074 0.061 0.055 0.048 0.041 0.038 0.041
A1 0.774 0.929 0.923 0.986 0.908 0.873 0.777 0.703 0.653 0.601 0.55 0.606
A2 0.745 1.083 1.257 1.317 1.302 1.197 1.149 1.053 0.947 0.87 0.754 0.871
[OCR of page images]
Comment#1]25 Pavilion Street
Comment#2| Mitigated (M01) IMPORT.
Comment#3}| CLEAR_ALL
RESULTS_ONLY
| DEFAULTS
Lag Parameter (C) 16 0.138
Stream Lag Factor| 1 0.095
Calculation Timestep 1|mins 0.047
Initial Loss 10]mm 0
Continuing Loss Rate| 2.4|mm/hr Hos
TIPS
PomonalFD
SAVE & RUN
BROWSE
BROWSE
BROWSE
BROWSE
WBNM_Run: C:\TEST\Pav\wbnm2019_w64.exe
‘ARR2019 Gauge C:\TEST\Pav\PomonalFD.csv Note this must be in same location as runfile
ARR_Catchment: QLD_ARR_Datahub.txt Note this must be in same location as runfile
ARR_Patterns: QLD_ECnorth_Increments.csv
LAST_BUILD: H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Resources\WBNM\002\M01.wbn
Note this must be in same location as runfile
Subarea
Subarea Connects_to Area_ha Storm# AEP (ARI) Durée IWL D-Fact Type %Per to LS %lmp to LS
1]Ex AL 0.138 1 1 10 AL 0 1 ‘OUTLET |
2/A1 A2 2.077 2 1 15 Weirf#1 Weir#2 Th Pipe#1. Pipe#2 Pipe#3 | Elevation_m Storage_m3
3]A2 1.354 3 1 20 Diverts to Sub AZ Diverts to Sub] AZ 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 16 Ent. Type 1 03 87
7 7 1 60 D_Fact 1 Dia/(Width)[mm]|___450 0.4 123
8 8 1 90 Directed to TOP (Height)[mm] 05 162
9 9 1 120 Delay [mins] 0 Disch-Factor 1 0.6 205)
10| 10 1 180 Directedto| TOP 07 251
1 1 1 270 Delay [mins] 0 08 301
12 2 1 360 0.87 338
SINK 1 395
1 2 3 4 5 6 7 8 9 10 11 12
Structure Averages 1 AEP 10 mins AEP 15 mins 1AEP 20 mins 1AEP 25 mins 1 AEP 30 mi1 AEP 45 mins 1AEP 60 mins 1AEP90 mins 1 AEP 120n1 AEP 180 mins 1 AEP 270 mins 1 AEP 360 mins
Ex 0.0853 0.0835 0.0748 0.0763 0.0747 0.0685 0.0604 0.0524 0.048 0.0396 0.0353 0.0377
AL 0.773 0.9268 0.9171 0.9401 0.9017 0.8627 0.7671 0.6994 0.6216 0.5801 0.5038 0.5646
A2 0.7441 1.0748 1.2335 1315 1.2568 1.196 1.1035 1.0139 0.9108 0.8611 0.7507 0.855
Structure_averages
Inflow Peak [m3/s] 1.038 1.0423 0.9784 1.0085 1.0057 0.9229 0.8182 0.7396 0.6697 0.5944 0.5269 0.5788
Outflow Peak [m3/s] 0.773 0.9268 0.9171 0.9401 0.9017 0.8627 0.7671 0.6994 0.6216 0.5801 0.5038 0.5646
Inflow Volume [m3] 728 953.8 1130.9 1275.8 1399.5 1699.6 1934.4 2307.7 2627.8 3155.2 3806.2 4366.6
Max Vol Stored [m3] 286.4 304.1 303.1 305.7 301.5 296.7 285.5 2773 267.7 261 251.9 258.4
Max Water Elev [m] 0.7705 0.806 0.8037 0.8088 0.8005 0.7906 0.7684 0.7527 0.7337 0.7193 0.7012 0.7137
ARR2019 Actual above mean
Ex 0.087 0.084 0.075 0.079 0.075 0.074 0.061 0.055 0.048 0.041 0.038 = 0.041
AL 0.774 0.929 0.923 0.986 0.908 0.873 0.777 0.703 0.653 0.601 0.55 0.606
A2 0.745 1.083 1.257 1317 1.302 1.197 1.149 1.053 0.947 0.87 0.754 0.871
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