Reference Document - RAL23/0013.02 - Part 2 (As Published)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Comment#1]33 Pavilion Street
Commenti#2|Mitigated (M05) IMPORT SAVE & RUN
Comment#3]ARR19 IL & CL CLEAR_ALL BROWSE WBNM_Run: C:\Projects (C drive)\33 Pavilion\001\wbnm2019_w64.exe
RESULTS_ONLY BROWSE ARR2019 Gauge C:\Projects (C drive)\33 Pavilion\004 Layout Updates\PomonalFD.csv Note this must be in same location as runfile
[[veraucs_] BROWSE ARR_Catchment: QLD_ARR_Datahub.txt Note this must be in same location as runfile
Lag Parameter (C) 1.6 Name 5% AEP 2% AEP 1% AEP 1% AEP CC Area BROWSE ARR_Patterns: QLD_ECnorth_Increments.csv Note this must be in same location as runfile
Stream Lag Factor] 1 EX2 0.300 0.618 0.782 1.032 1.960 LAST_BUILD: C:\Projects (C drive)\33 Pavilion\004 Layout Updates\runfiles\005.wbn
Calculation Timestep| 1}mins EX1 0.049 0.093 0.116 0.152 0.287
Initial Loss} 35/mm
Continuing Loss Rate| 2.4|mm/hr He TIPS PomonalFD
TOPOLOGY | TIPS
aE Name Connects to Area_ha Imp_% Storm# ‘AEP (ARI) = IWL D-Fact Type %PertolS  %lmp to LS
A/EX2 SUB3 0.782 50 1 1 SUB1 0 1 OUTLET
2/Ex1 SUB1 0.116 50 2 1 Weir Weirl2 a Pipef1 Pipe#2 Pipe#3 Elevation_m Storage_m3 RL
3|SUB3. SUB1 1.78 50 3 1 Diverts to Sub SUB2 Diverts to Sub SUB2 SUB2 -0.9 0 84.4
4\SUB1 ISUB2 2.079 50 4 1 Crest Elev [m] 0.6 Invert [m] 0 -0.9 0 0 85.3
5|SUB2 ISUB4 1.354 5 5 1 Length [m] 8 No. Barrels 0 0 0.3 116.7 85.6
6|SUB4 SINK 0.819 6.5 6 1 Weir Coeff 1.6 Ent. Type 1 1 0.6 268 85.9
7 7 1 D_Fact 1 Dia/(Width)[mm] 450 450 0.9 458.1 86.2
8 8 1 Directed to TOP (Height)[mm] 0.97 508.3 86.27
9 9 1 120 Delay [mins] 0 Disch-Factor| 1 1
10 10 1 180 Directed to TOP TOP
11 11 1 270 Delay [mins] 0 0
12 12 1 360
SINK
Elevation _|Freeboard RL
1% WSL 0.809 0.162 86.11
1%CC WSL 0.781 0.189 86.08
196Blocked Osi 0.159 86.11
i 2 3 4 5 6 7 8 9 10 11 12 1%CC Blocked 0.892 0.078 86.19
Structure Averages 1AEP10mins © 1AEP15 mins 1AEP20mins 1AEP 25 mins 1 AEP 30 mins 1 AEP 45 mins 1 AEP 60 mins 1AEP90 mins 1AEP 12011 AEP 180 mins 1 AEP 270 mins 1 AEP 360 mins Bund 0.970 86.27
EX2 0.27 0.3048 0.2993 0.3166 0.3312 0.3016 0.279 0.2517 0.2426 0.2134 0.1827 0.2083
Ext 0.0441 0.0531 0.0511 0.0538 0.0546 0.0513 0.0456 0.0408 0.0388 0.0326 0.0276 0.0314
SUB3 0.7164 0.8185 0.8424 0.8913 0.9315 0.8415 0.8095 0.7441 0.7137 0.6627 0.5694 0.6485
SUB1 0.8886 1.1944 1.3166 1.4336 1.4633 1.394 1.3601 1.2745 1.205 1.137 0.9905 1.1242
SUB2 0.5879 1.0481 1.3538 1.5811 1.6475 1.6819 1.651 1.552 1.4668 1.3679 1.2047 1.3771
SUB4 0.5163 0.9976 1.352 1.6183 1.7324 1.852 1.8026 1.7118 1.6168 1.4976 1.3303 1.5224
Structure_averages
Inflow Peak [m3/s] 1.092 1.3032 1.3911 1.4863 1.5422 1.4207 1.3868 1.2979 1.2349 1.1662 1.0093 1.1442
Outflow Peak [m3/s] 0.8886 1.1944 1.3166 1.4336 1.4633 1.394 1.3601 1.2745 1.205 1.137 0.9905 1.1242
Inflow Volume [m3] 974.8 1461.9 1843.3 2154 2421.1 3067.7 3573.4 4379.9 5071 6209.9 7616.5 8826.2
Max Vol Stored [m3] 348.3 375.8 386.9 397.3 400.2 393.9 390.7 383.1 376.7 370.8 357.4 369.5
Max Water Elev [m] 0.7268 0.7702 0.7876 0.8045 0.8085 0.7989 0.794 0.7815 0.7719 0.762 0.7411 0.7603
Mitigated Results
EVENT (% AEP) 10 15 20 25 30 45 60 90 120 180 270 360 MAX Max Water Elev [m]
1 0.5904 0.9308 1.2719 1.5347 1.661 1.8194 1.7702 1.6777 1.5808 1.4287 1.2779 1.4594 1.8194 0.8085
2 0.4927 0.7204 0.9557 1.1904 1.2975 1.4943 1.4609 1.4035 1.2873 1.153 1.0368 1.2106 1.4943
5 0.4242 0.532 0.6751 0.7879 0.8742 1.0227 1.0368 1.0047 1.0349 0.9998 0.9706 0.9206 1.0368
10 0.3731 0.4227 0.5087 0.5973 0.666 0.7812 0.7826 0.7824 0.8179 0.7971 0.7541 0.7198 0.8179
20 0.3254 0.3764 0.3962 0.4331 0.4849 0.5681 0.6179 0.6457 0.6202 0.6558 0.6367 0.575 0.6558 0.201
50 0.2318 0.2862 0.3091 0.3157 0.3169 0.2944 0.3074 0.3716 0.3765 0.3975 0.4309 0.3646 0.4309 0.041
63.2 0.2006 0.2484 0.2713 0.2781 0.2789 0.2576 0.2476 0.2549 0.2781 0.3044 0.3436 0.2948 0.3436 0.015
1% CC 0.9108 1.5348 1.9647 2.2772 2.3841 2.4626 2.3546 2.1994 2.0553 1.8887 1.6907 1.919 2.4626 0.7806
1% Blocked 0.811
1% CC Blocked 0.892

FSL
EDD