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RFI - stormwater report
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Comment#1 Pottery D01
Comment#2 Developed REGIONAL IMPORT SAVE & RUN
Comment#3 CLEAR_ALL BROWSE WBNM_Run: H:\19\19-0155 Aquaintel Project Work\2020023_30PotteryStreetSWMP\WBNM\Regional\wbnm2019_w64.exe
RESULTS_ONLY BROWSE ARR2019 Gauge H:\19\19-0155 Aquaintel Project Work\2020023_30PotteryStreetSWMP\WBNM\Regional\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 BROWSE ARR_Patterns: QLD_ECnorth_Increments.csv Note this must be in same location as runfile
Stream Lag Factor 1 LAST_BUILD: H:\19\19-0155 Aquaintel Project Work\2020023_30PotteryStreetSWMP\WBNM\Regional\D01.wbn
Calculation Timestep 1 mins
Initial Loss 0 mm
Continuing Loss Rate 2.5 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 A1 A2 4.371 0 1 1 10 HS
2 A2 A3 4.694 5 2 1 15 WEIRS Weir#1 Weir#2 PIPES Pipe#1 Pipe#2 Pipe#3 Elevation_m Storage_m3
3 A3 Node 4.298 5 3 1 20 Diverts to Sub Diverts to Sub
4 B1 B2 3.499 0 4 1 25 Crest Elev [m] Invert [m]
5 B2 Node 4.991 5 5 1 30 Length [m] No. Barrels
6 Node C1 0.001 0 6 1 45 Weir Coeff Ent. Type
7 C1 SINK 11.805 15 7 1 60 D_Fact Dia/(Width)[mm]
8 8 1 90 Directed to (Height)[mm]
9 9 1 120 Delay [mins] Disch-Factor
10 10 1 180 Directed to
11 11 1 270 Delay [mins]
12 12 1 360
SINK
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
A1 1.3726 1.5258 1.5341 1.5662 1.546 1.4387 1.3186 1.211 1.081 1.0108 0.8884 1.0044
A2 1.998 2.4721 2.684 2.8335 2.8165 2.6693 2.49 2.2997 2.0813 1.9246 1.741 1.9436
A3 2.1606 2.8862 3.3698 3.7013 3.7645 3.7147 3.4973 3.1918 2.9198 2.6494 2.4521 2.7377
B1 1.1707 1.2818 1.2779 1.2998 1.2842 1.193 1.0855 0.9946 0.883 0.8256 0.7248 0.8185
B2 1.9796 2.4 2.5686 2.6942 2.6809 2.5262 2.3532 2.1767 1.9668 1.824 1.6432 1.8369
Node 4.14 5.2861 5.9385 6.3952 6.4273 6.2188 5.8429 5.3355 4.8794 4.47 4.0909 4.5588
C1 4.4594 5.7589 6.8091 7.6437 8.1421 8.4974 8.1285 7.5706 6.9049 6.2296 5.8394 6.564
Structure_averages
Inflow Peak [m3/s]
Outflow Peak [m3/s]
Inflow Volume [m3]
Max Vol Stored [m3]
Max Water Elev [m]
ARR2019 Actual above mean
A1 1.374 1.556 1.539 1.582 1.584 1.466 1.326 1.221 1.097 1.02 0.92 1.018
A2 1.999 2.497 2.698 2.854 2.88 2.736 2.549 2.331 2.097 2.11 1.742 2.005
A3 2.161 2.89 3.389 3.706 3.766 3.923 3.627 3.502 3.008 2.702 2.608 2.819
B1 1.172 1.309 1.278 1.303 1.303 1.213 1.094 1.029 0.897 0.835 0.757 0.826
B2 1.981 2.43 2.586 2.714 2.753 2.59 2.411 2.222 1.978 1.828 1.645 1.892
Node 4.147 5.32 5.949 6.431 6.436 6.293 5.886 5.837 4.893 4.514 4.092 4.711
C1 4.46 5.786 6.831 7.655 8.161 8.504 8.281 7.867 6.988 6.327 6.072 6.636
[OCR of page images]
‘Comment#i]Pottery DO1
Comment##2|Developed REGIONAL IMPORT SAVE & RUN
Comment#i3 CLEAR_ALL BROWSE
RESULTS_ONLY BROWSE
[[eerautts BROWSE
Lag Parameter (C) 16 BROWSE
Stream Lag Factor|
Calculation Timestep 1|mins
Initial Loss O]mm
Continuing Loss Rate| 2.5|mm/hr Hos TIPS PomonalFD
Road
Subarea Name Storm AEP (ARI) Dur: Subarea
TAL 1 1 10
2|Az 2 1 15
3|A3 3 1 20 Diverts to Sub
4{B1 4 1 25 Crest Elev [m]
5|B2 5 1 30 Length {m]
6|Node 6 1 45 Weir Coeff
7/c1 7 1 60 D_Fact
3| 8 1 90 Directed to
9 9 1 120 Delay [mins]
10 10 1 180
uu a 1 270
2 2 1 360
SINK
1 2 3 4 5 6 7 8 9 10
Structure Averages AEP 10 mins 1 AEP 15 mins 1AEP 20 mins 1AEP 25 mins 1AEP 30 mi1AEP 45 mins 1AEP60mins 1AEP9Omins 1 AEP 120n1 AEP 180 mins
AL 1.3726 1.5258 1.5341 15662 1.546 1.4387 1.3186 1.211 1.081 1.0108
Az 1.998 2.4721 2.684 2.8335 2.8165 2.6693 2.49 2.2997 2.0813 1.9246
a3 2.1606 2.8862 3.3698 3.7013 3.7645 3.7147 3.4973 3.1918 2.9198 2.6494
B1 1.1707 1.2818 1.2779 1.2998 1.2842 1.193 1.0855 0.9946 0.883 0.8256
82 1.9796 24 2.5686 2.6942 2.6809 2.5262 2.3532 2.1767 1.9668 1.824
Node 4.14 5.2861 5.9385 6.3952 6.4273 6.2188 5.8429 5.3355 4.8794 4.47
a 4.4594 5.7589 6.8091 7.6437 8.1421 8.4974 8.1285, 7.5706 6.9049 6.2296
Structure_averages
Inflow Peak [m3/s]
Outflow Peak [m3/s]
Inflow Volume [m3]
Max Vol Stored [m3]
Max Water Elev [m]
‘ARR2019 Actual above mean
AL 1.374 1.556 1.539 1582 1.584 1.466 1.326 1.221 1.097 1.02
Az 1.999 2.497 2.698 2.854 2.88 2.736 2.549 2.331 2.097 241
a3 2.161 2.89 3.389 3.706 3.766 3.923 3.627 3.502 3.008 2.702
B1 1.172 1.309 1.278 1.303 1.303 1.213 1.094 1.029 0.897 0.835
82 1.981 2.43 2.586 2714 2.753 2.59 2.411 2.222 1.978 1.828
Node 4.147 5.32 5.949 6.431 6.436 6.293 5.886 5.837 4.893 4514
a 4.46 5.786 6.831 7.655 8.161 8.504 8.281 7.867 6.988 6.327
WBNM_Run: H:\19\19-0155 Aquaintel Project Work\2020023_30PotteryStreetSWMP\WBNM \Regional\wbnm2019_w64.exe
ARR2019 Gauge H:\19\19-0155 Aquaintel Project Work\2020023_30PotteryStreetS Note this must be in same location as runfile
ARR_Catchment: QLD_ARR_Datahub.txt
ARR_Patterns: QLD_ECnorth_Increments.csv
LAST_BUILD: H:|19\19-0155 Aquaintel Project Work\2020023_30PotteryStreetSWMP\WBNM\Regional\D01.wbn
Note this must be in same location as runfile
Note this must be in same location as runfile
WL
D-Fact %Perto LS %lmp to LS
Weir#t1 Weirlt2
Pipe#1 Pipe#2 Pipe#3_| Elevationm —_Storage_m3
Diverts to Sub
Invert [m]
No. Barrels
Ent. Type
Dia/(Width)[(mm]
(Height)[mm]
Disch-Factor
Directed to
Delay [mins]
1 12
1 AEP 270 mins 1 AEP 360 mins
0.8884 = 1.0044
1.741 1.9436
2.4521 2.7377
0.7248 (0.8185
1.6432 1.8369
4.0909 4.5588
5.8394 6.564
0.92 1.018
1.742 2.005
2.608 2.819
0.757 0.826
1.645 1.892
4.092 4.711
6.072 6.636
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