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RFI - Stormwater management (flood report)
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iWBNM Lite
Comment#1 25 Pavilion Street
Comment#2 Mitigated (M01) - Blocked IMPORT SAVE & RUN
Comment#3 CLEAR_ALL BROWSE WBNM_Run: H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Resources\WBNM\002\wbnm2019_w64.exe
RESULTS_ONLY BROWSE ARR2019 Gauge H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Resources\WBNM\002\PomonaIFDCC.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_blockedcc.wbn
Calculation Timestep 1 mins 0.047
Initial Loss 10 mm 0
Continuing Loss Rate 2.4 mm/hr RAINGAUGE TIPS PomonaIFDCC
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 0 0
4 4 1 25 Crest Elev [m] 0.6 Invert [m] 0.1 26
5 5 1 30 Length [m] 4 No. Barrels 0.2 55
6 6 1 45 Weir Coeff 1.6 Ent. Type 0.3 87
7 7 1 60 D_Fact 1 Dia/(Width)[mm] 0.4 123
8 8 1 90 Directed to TOP (Height)[mm] 0.5 162
9 9 1 120 Delay [mins] 0 Disch-Factor 0.6 205
10 10 1 180 Directed to 0.7 251
11 11 1 270 Delay [mins] 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 0.1049 0.1025 0.0911 0.0922 0.0905 0.083 0.0735 0.0632 0.0579 0.0477 0.0426 0.0451
A1 1.0824 1.1953 1.1499 1.1799 1.1395 1.0765 0.9528 0.8609 0.7629 0.7056 0.6219 0.6894
A2 0.995 1.4224 1.5722 1.6488 1.5642 1.4943 1.3653 1.2611 1.1219 1.0638 0.9282 1.0556
Structure_averages
Inflow Peak [m3/s] 1.2851 1.2819 1.2014 1.2352 1.2265 1.1237 0.9939 0.9006 0.8119 0.7186 0.6393 0.6986
Outflow Peak [m3/s] 1.0824 1.1953 1.1499 1.1799 1.1395 1.0765 0.9528 0.8609 0.7629 0.7056 0.6219 0.6894
Inflow Volume [m3] 897.1 1168.4 1381.4 1555.4 1704.8 2065.7 2348.6 2798.9 3185.5 3822.8 4611.4 5289.9
Max Vol Stored [m3] 352.6 361.4 357.9 360.1 357 351.7 340.9 333.3 322.6 315.4 306.3 312
Max Water Elev [m] 0.9034 0.9235 0.9153 0.9207 0.9136 0.9018 0.8785 0.8616 0.841 0.827 0.8096 0.8221
ARR2019 Actual above mean
Ex 0.105 0.103 0.095 0.095 0.102 0.09 0.076 0.066 0.058 0.049 0.046 0.049
A1 1.09 1.22 1.17 1.181 1.141 1.077 0.954 0.876 0.793 0.729 0.678 0.734
A2 0.997 1.426 1.611 1.662 1.629 1.506 1.409 1.299 1.151 1.079 1.012 1.057
Structure Actual above mean
Inflow Peak [m3/s] 1.289 1.44 1.195 1.281 1.18 1.087 0.98 0.922 0.834 0.746 0.692 0.748
Outflow Peak [m3/s] 1.09 1.22 1.17 1.181 1.141 1.077 0.954 0.876 0.793 0.729 0.678 0.734
Inflow Volume [m3] 897 1169 1382 1556 1705 2066 2348 2801 3185 3822 4611 5293
Max Vol Stored [m3] 353 363 359 360 357 352 342 335 326 319 313 319
Max Water Elev [m] 0.905 0.928 0.919 0.921 0.914 0.902 0.88 0.865 0.848 0.834 0.823 0.835
[OCR of page images]
PORT TAEERON
‘CLEAR_ALL BROWSE 'WBNM_Run: H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Resources\WBNM\002\wbnm2019_w64.exe
RESULTS_ONLY BROWSE ARR2019 Gauge H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Re Note this must be in same location as runfile
SHAUL BROWSE ARR_Catchment: QLO_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\M01_blockedcc.wbn
Caleltion ain 0.087
iia 30|mm °
Loss 2a }mmn/ne MEE omonatrvec
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 TS eet nee net elevation mn Storge_ma
3 1.354 3a 20 Divers to sub az Divers 0 Sub o o
4 4 1 25 Crest Elev [m] 0.6 Invert [m] O14 26
5 5| 1 30 Length [m] 4 No. Barrels) 02 55
6 sla 45 Weir coef L6 Ent. Type 03 a7
7 7 1 60 D_Fact 1 Dia/(Width)[mm] 04 123
8 8] 1 90 Directed to TOP (Height)[mm] Os 162
9 9 1 120 Delay [mins] o Disch-Factor| 0.6 205
0 wpa 180 Directed to 07 254
nu sey 1 270 Delay [mins] 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 1AEP 120n AEP 180 mins 1AEP 270 mins 1 AEP 360 mins
& 0.1049 0.1025 0.0911 0.0922 0.0905 0083 0.0735. 0.0632 0.0579 0.0477 0.0426 0.0451
aL oa 149531499 1.799 1.1395 1076s 0.9528 0.8609 0.7629 0.7056 0.6219 0.6894
a 0995 = 14z24= 1572216488 1.5642 1asaa «1365312611. 1219 1.0638 0.9782 1.0556
Strucure_averages
Inflow Peak [m3/s] 1.2851, 1.2819 1.2014 1.2352 1.2265 1.1237 0.9939 0.9006 0.8119 0.7186 0.6393 0.6986
Outflow Peak [m3/s] 1.0824 1.1953 1.1499 1.1799 1.1395 1.0765, 0.9528 0.8609 0.7629 0.7056 0.6219 0.6894
Inflow Volume [m3] 897.1 1168.4 1381.4 1555.4 1704.8 2065.7 2348.6, 2798.9 3185.5 3822.8 4611.4 5289.9
Max Vol Stored [m3] 352.6 361.4 357.9 360.1 357 351.7 340.9, 333.3 322.6 315.4 306.3 312
Max Water Elev [m] 0.9034 0.9235, 0.9153, 0.9207 0.9136 0.9018 0.8785 0.8616 0.841, 0.827 0.8096 0.8221
‘Ann2019 Actual above mean
& 0.105 0.103» 0.095. 0.095 0.402 009 0076-0086 o0ss 0.089 0.046 0.049
aL 1.09 1.22 iy aae1 aa 107709540876 0.793 0.729 os7e 0.734
a 0997 «1.426 «= 611.662 1.629 15061409 1.299 151 1079 10121057
structure Actual above mean
Inflow Peak [m3/s] 1.289, 1.44 1.195 1.281 1.18 1.087 0.98 0.922 0.834 0.746 0.692 0.748
Outflow Peak [m3/s] 1.09 1.22 117 1.181 1.141 1.077 0.954 0.876 0.793 0.729 0.678 0.734
Inflow Volume [m3] 897 1169 1382 1556 1705 2066 2348 2801 3185 3822 4611 5293
Max Vol Stored [m3] 353 363 359 360 357 352 342 335 326 319 313 319
Max Water Elev [m] 0.905 0.928 0.919 0921 0.914 0.902 0.88 0.865 0.848 0.834 0.823 0.835,
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