REPS - Updated SWMP

 

 

 

 

 

 

 

 

‘Comment#i] 002
Commenti2]73 Eumundi-Noosa Road TMPORT
Commenti#3} Townhouse - 10% AEP mitigation (CLEAR ALL

 

  

  
 

Lag Parameter:

16)

  
    
   
   

DEFAULTS:

   
  

  
 

 

 

 

RESULTS_ONLY

 

 

 

 

[SAVE & RUN,
‘BROWSE
‘BROWSE
‘BROWSE
‘BROWSE

 

 

 

 

 

 

 

WBNM_Run:

 

rrojects \Eumundi\001\wbnm2019_w64.exe

‘ARR2019 Gauge C:{Projects\Eumundi\001\NoosalFD.csv

ARR_Catchment: Noosa_Catchment.txt
ARR_Patterns: ECnorth_Increments.csv

 

Note this must be in same location as runfile
Note this must be in same location as runfile
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: NoosaiFD
ey np ARR
‘Subarea Name ‘Connects_to_Area_ha imp_% ‘Stormi ‘AEP (ARI) ‘Dura. ‘Subarea WL ‘D-Fact Type ‘%Pertols _%Imptols |
TEXsite EX2 0.506 50 a)_10 10 MIT-site o 1 ‘OUTLET
2/EX2 ‘ouT 0.181 50 2, 10 15 Weirti Weirk2 Pier Pipel2__-Pipei3 | Elevation. m _Storage_m3
3 DEV-si DEV-2 0.506 90 3,10 20 Diverts to Sub MIT-2 Diverts to Sub] _ MIT-2 0 0
4 ‘our 0.181 50 410 25 Crest Elev [ml 13 Invert {m]| 0 1 50
5 MIT-2 0.506 90 5 10 30 Length [ml] 3 No.Barrels| 2 13 51
6 /MIT-2 ‘our 0.181 50 610 45 Weir Coeff 16 Ent. Type) 1.35 100
7 OUT SINK 0.001 0 710 60 D Fact 1 Dia/{Width)[mm]| 225
8 810 90 Directed to TOP (Height)imm
9 9 10 120 Delay{mins]} =O sch-Factor| 1
10 1010 180 Directed to) TOP
a1 a1 Delay{mins]| 0
22 12)
SINK cy 0.26
Dev 0.31
Mit 0.26
a 3 4 6 7 8 9 40 an 2
Structure Averages AOAEP 10 mins 10 AEP 15 mins 10 AEP 20 min: 10 AEP 25 min: 10 AEP 30 mins 10.AEP 45 mins 10 AEP 60 mins 10 AEP 90 mins 10 AEP 120 10AEP 180 mins 1. AEP 45 mins AEP 60 mins
eXsite 0.20 0.20 0.20 0.19 0.20 0.18 0.17 o1s 0.16 0.12
x2 0.28 0.26 0.26 0.25 0.25 0.24 0.22 0.20 0.20 0.16
DEV-site 0.25 0.24 0.23 0.23 0.22 0.21 0.20 017 0.47 0.12
Dev-2 0.31 0.30 0.30 0.28 0.28 0.26 0.25 022 © 0.22 0.17
MIt-site 0.20 0.20 0.20 0.20 0.19 0.18 0.17 o1s 0.14 0.12
MIT-2 0.24 0.26 0.26 0.25 0.24 0.23 0.22 019 0.8 0.16
our 0.81 0.80 0.81 0.77 0.77 0.72 0.68 060 © 0.59 0.49
MitOut
our
Structure_averages
Inflow Peak {m3/] 0.254 0.245 0.230 0.228 0.222 0.206 0.199 0.175 0.173 0.124
Outflow Peak [r3/s] 0.202 0.204 0.201 0.196 0.188 0.175 0.167 0.149 0.142 0.121
Inflow Volume [m3] 144 186 217 245 268 324 369.3, 441 500.7 595.4
‘Max Vol Stored {m3} 48.1 476 474 45.5 45.1 424 40 3600 34S 29.2
Max Water Elev (m] 0.990 1.010 0.998 0.979 0.920 0.850 0.812 0.719 0.687 0.584
‘ARR2019 Actual above mean
eXsite 0.211 0.202 0.212 0.195 0.201 0.197 0.226 0.154 0.163 0.121
x2 0.259 0.262 0.274 0.25 0.262 0.238, 0.286 0.208 = 0.202 0.163
DEV-site 0.26 0.245 0.237 0.253 0.24 0.219 0.237 0.177 0.174 0.124
Dev-2 0.323 03 0.296 0.319 0.287 0.278 0.258 0.221 0.228 0.167
MIt-site 0.202 0.21 0.202 0.233 0.192 0.187 0.187 01s. 0.149 0.129
MIT-2 0.242 0.26 0.265 0.298 0.246 0.242 0.245, 02 0.193 0.165
our 0.824 0.814 0.843 09 0.785, 0.758 0.827 0.613 0.608 0.491
MitOut
our
Structure Actual above mean
Inflow Peak {m3/s] 0.263 0.247 0.224 0.253 0.208 0.238 0.237 016 0.197 0.141
Outflow Peak [r3/s] 0.202 0.21 0.202 0.233, 0.192 0.187 0.187 01s. 0.149 0.129
Inflow Volume [m3] 144 186 217 245 268 324 370 441 500 594
‘Max Vol Stored [m3] 49 50 49 51 46 45 45 36 36 31
Max Water Elev (m] 0.98 1.029 0.977 1.213 0.928 0.906 0.906 0729 © 0.72 0.625