REPS - Updated SWMP

 

‘Commenthi] 001 - Climate Change

 

 

 

 

 

 

 

 

 

 

 

 

 

Comment#2]Eumundi-Noosa Road TMPORT [SAVE & RUN.
Commenti3]Existng and Mitigated (CLEAR ALL BROWSE WBNM_Run: C:\Projects Eumundi\001\wbnm2019_w64.exe
RESULTS_ONLY BROWSE ‘ARR2019 Gauge C:\Projects|Eumundi\002\NoosaCCIFD.csv Note this must be in same location as runfile

 

 

 

    
   
  

 

 

 

 

   
     
   
   

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DEFAULTS BROWSE ‘ARR_Catchment: Noosa_Catchment.txt Note this must be in same location as runfile
Lag Parameter 16 BROWSE ‘ARR_Patterns: ECnorth_Increments.csu Note this must be in same location as runfile
Stream Lag 1 LAST_BUILD: C:|Projects\Eumundi\002\CC.wbn

Caleulation 1) mins
Initial 15|mm
Loss 2.5 mm/he EEE: NoosacciFD
ey np ARR
‘Subarea Name ‘Connects_to_Area_ha imp_% Storm# AEP (ARI) Dura Subarea WL D-Fact Type ‘%Pertols _%Imptols |
J] EXSUBL EXSUB2 1.43 50 7 1 10 MitSUB2 156 1 ‘OUTLET
2/ExSUB2 ExOut aia 10 2 1 15 : Weir Weir? Pett Pipel2 Pipes | Elevationm _Storage_m3
3 /ExSUB3 ExOut 0.14 10 3 1 20 Diverts to Sub ™itOut DivertstoSub| _MitOut_| _ MitOut 1.56 0
4/MitsUB1 MitsUB2 1.43 50 4 1 25 Crest Elev [ml 272 Invert {m]| 1.56 1.56 17 81
5/MitsuB2 4.408 50.7 5 1 30 Length [ml] 5 No.Barrels) 1 1 19 206
6 MitsUB3, MitOut 0.14 50 6 1 45 Weir Coeff 16 Ent. Type) 1 24 344
7 ExOut ‘our 0.001 0 7 1 60 D Fact 1 Dia/{Width)[mm]| 225 900 23 494
8) MitOut ‘our 0.001 0 8 1 90 Directed to TOP (Height)imm 900 25 659
9/OUT SINK 0.001 0 9 1 120 Delay{mins]} =O sch-Factor| 1 1 27 841
10 40) 1 180 Directed to) TOP TOP 2.88 1019
a1 a1 1 270 Delay{mins]| 0 0
22 12) 1 360
SINK cy 2.783
Dev
Mit 2.936 5% WSL <1.2m 0.3m bio 0.9m
a 2 3 4 5 6 7 8 9 40 an 2
Structure Averages LAEP 10 mins LAEP 15 mins 1AEP 20 mins 1AEP25 mins 1AEP 30mins  1AEP 45 mins 1 AEP 60 mins 1. AEP 90 mins LAEP 1201 1AEP 180 mins 1. AEP 270 mins AEP 360 mins
&SUBL 0.99 0.98 0.92 0.95 0.95 0.89 081 O75 0.68 0.60 054 058
exSUB2 2.05 2.45 255 2.68 2.69 259 247 233 244 2.05 180 2.03
&xSUB3 0.1 0.10 0.10 0.10 0.10 0.09 0.08 008 0.07 0.06 0.05 0.06
MitsuBa 0.99 0.98 0.92 0.95 0.95 0.89 081 O75 0.68 0.60 054 058
itsuB2 17s 241 2.68 2.87 278 273 2.60 243 248 2.08 183 2.08
MitsuB3 0.12 0.1 0.10 oan oan 0.10 0.09 008 0.07 0.06 0.06 0.06
ExOut 215 255 2.64 277 278 2.68 255 241 2.20 24a 185 2.09
MitOut 1.78 2.46 273 2.94 2.84 2.79 2.65 248 2.23 2.43 187 23
our 3.79 4.83 5.32 5.67 5.58 5.39 S14 484 4.38 421 369 4.20

Structure_averages

Inflow Peak {m3/] 3.061 3.198 3.108 3.231 3.267 3.120 2.883, 2.685 2.428 2.288 2.0272 2.2538
Outflow Peak [r3/s] 1.754 2.414 2.677 2.870 2.779 2.728 2.595 2.427 2.177 2.084 1.8264 2.0799
Inflow Volume [m3] 2571.6 3371.1 4023.4 4586.3, 5084.1 6344.3 7412.4 9061.4 104286 12738. 45515.1 177165
‘Max Vol Stored {m3} 833, 990.1 1045.5 1085.9 1067 1056 1028.2 993 935.6 890.3, 829.8 868.6
Max Water Elev (m] 2.691 2.851 2.907 2.948 2.929 2918 2.889 2.854 2.796 2.746 26845 2.7211

‘ARR2019 Actual above mean

&SUBL 0.99 0.978 0.921 0.961 0.978 0.961 0.902 0.761 0.696 0.627 0587 0.628
exSUB2 2.05 2.49 2.596 2.738 2.812 2.667 2.474 2473 2.189 2.082 18 2.087
&xSUB3 0.106 0.108 a1 0.105 o2 0.101 0.092 0.077 0.071 0.062 0.058 0.062
MitsuBa 0.99 0.978 0.921 0.961 0.978 0.961 0.902 0.761 0.696 0.627 0587 0.628
MitsuB2 1.756 2.426 2.691 2.896 2.884 2.793 2.685 2501 2.182 2.294 1994 2.154
itsuB3 0.12 0.115 0.109 ota 0.118 0.108 0.091 0.083 0.074 0.063, 0.059 0.063

ExOut 2.156 2.583 2.68 2816 2.788 2.753 2.554 2549 2.249 2.144 1g5 2.112
MitOut 1.776 2.464 274 2.968 2.949 2.853 2.748 255 2.241 2.343 204 2.202

our 3.791 4.863 5.393, 5.672 5.673 5.409 5.168 5.033 4.389 4.63 3.967 4.314

Structure Actual above mean

Inflow Peak {m3/s] 3.129 3.282 3.093 3.19 3.02 3.125, 2.886 2.867 2.341 2.494 2196 2.235,
Outflow Peak [r3/s] 1.756 2.426 2.691 2.896 2.884 2.793 2.685 2501 2.182 2.294 1994 2.154
Inflow Volume [m3] 2572 3371 4021 4586 5086 6346 7413 9059 10425 12739 15512 17695
‘Max Vol Stored [m3] 834 993 1048, 1091 1089 1070 1047 1008 942 965 902 936

Max Water Elev [m] 2.693 2.854 291 2.953 2.951 2.931 2.908 2.869 2.802 2.825 2.762 2.796