Original source · versioned page text
RFI - Stormwater management (flood report)
Very large file: it may take a few minutes
The original of this document is very large (10.3 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
iWBNM Lite
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
Structure Actual above mean
Inflow Peak [m3/s] 1.041 1.161 0.976 1.044 0.94 0.896 0.808 0.724 0.73 0.617 0.642 0.62
Outflow Peak [m3/s] 0.774 0.929 0.923 0.986 0.908 0.873 0.777 0.703 0.653 0.601 0.55 0.606
Inflow Volume [m3] 728 954 1131 1276 1399 1700 1935 2306 2629 3154 3797 4369
Max Vol Stored [m3] 286 305 304 311 302 299 287 278 272 265 259 266
Max Water Elev [m] 0.771 0.807 0.806 0.818 0.803 0.795 0.772 0.753 0.741 0.729 0.716 0.73
[OCR of page images]
PORT TAEERON
CLEAR ALL BROWSE WBNM un: C:\TEST\Pav\wonm2019_wé4.exe
RESULTS_ONLY BROWSE ARR2019 Gauge C:\TEST\Pav\PomonalFD.csv Note this must be in same location as runfile
SHAUL BROWSE ARR Catchment: QLD_ARR.Datahub.tt Note this must be in same locaton as runie
Lag Parameter (C) 16 0.138, BROWSE ARR_Patterns: QLD_ECnorth_increments.csv Note this must be in same location as runfile
Stream Lag 1 0.095 LAST_BUILD: H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Resources\WBNM\002\MO01.wbn
Caleltion ain 0.087
iia 30|mm °
Loss 2a }mmn/ne MEE romonatro
1s ane
Subarea Comect to Nea ha Siormh___AEP(AR) Duane Subarea we a Tyre Meo _Hinpwos
TE 0138 7a 10 Al ° z OUTLET
2 2.077 2a 15 R Waitt Wark S| eet ree nee elevation Storge_ma
3 1.354 3a 20 Divers to sub az Divers to ub AZ o o
4 4 1 25 Crest Elev [m] 0.6 Invert [m] o O14 26
5 5| 1 30 Length [m] 4 No. Barrels) 1 02 55
6 sla 45 Weir coef L6 Ent. Type 03 a7
7 7 1 60 D_Fact 1 Dia/(Width)[mm] 450 04 123
8 8] 1 90 Directed to TOP (Height)[mm] Os 162
9 9 1 120 Delay [mins] o Disch-Factor| 1 0.6 205
0 wpa 180 Directed to] TOP. 07 254
nu sey 1 270 Delay [mins] oO 08 301
Dp pp 360 087 338
SiN z 395
1 2 3 4 5 6 7 8 3 10 a 2
structure Averages AEP 10mins 1AEP 15 mins 1AEP 20mins 1AEP 25 mins 1AEP 30m 1AEP 4S mins LAEP6Omins 1AEPSOmins 1AED 120n AEP 180 mins 1AEP 270 mins 1 AEP 360 mins
& 0.0853 0.0835 «0.0748 «0.0763 0.0747 0.068 0.0608 .0s24 0.048 0.0396 0.0353 0.0377
aL 0773 09268 © 09171 094019017 0.8627 0.7671 0.6994 0.6216 oseo1 0.5038 0.5646
a 0741 1.078 «1.235 1.315 1.2568 1196 «1103510139 0.9108 o611 0.7507 0855
Strucure_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
‘Ann2019 Actual above mean
& 0087 0.084 0.075.073 0.075 0074 = 0061-0055 0.088 0.081 0.038 0.041
aL 0774 0.929 «0923 ~«=0.986 0.908 0873 ©0777 0.703 0.653 0.601 055 0.606
a 0.785 3.083 «1.257 = 1.317 1.302 1197 14a9_ 1.053.947 0.87 0754 og71
structure Actual above mean
Inflow Peak [m3/s] 1.041 1.161 0.976 1.044 0.94 0.896 0.808 0.724 0.73 0.617, 0.642 0.62
Outflow Peak [m3/s] 0.774 0.929 0.923 0.986, 0.908 0.873 0.777 0.703 0.653 0.601, 0.55 0.606,
Inflow Volume [m3] 728 954 1131 1276 1399 1700 1935 2306 2629 3154 3797 4369
Max Vol Stored [m3] 286 305, 304 311 302 299 287 278 272 265 259 266
Max Water Elev [m] 0.771 0.807 0.806 0.818 0.803 0.795 0.772 0.753 (0.741 0.729 0716 = 0.73
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.