REPS - Updated SWMP

 

‘Comment

 

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[oor
Eumundi-Noosa Road TMPORT
Existng and Mitigated (CLEAR ALL

 

 

 

    
    
  

  
 

Lag Parameter:

16)

DEFAULTS:

  
    
   
   

 

 

 

RESULTS_ONLY

 

 

 

 

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

 

 

 

 

 

 

 

WBNM_Run

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

‘ARR_Catchment: Noosa_Catchment.txt
‘ARR Patterns: ECnorth_increments.csv

 

 

rrojects \Eumundi\001\wbnm2019_w64.exe

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\001\TEST.wbn
Caleulation 1) mins
Initial 15|mm
Loss 2.5 mm/he EEE: NoosaiFD
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
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 0.793 0.792 0.744 0.778 0.781 0.734 0.664 061s 0.565 0.499 0.447 0.484
exSUB2 1.546 1.905 2.018 2.139 2.165 2.074 1.998 1895 1.755 1.680 1476 1.668
&xSUB3 0.084 0.084 0.078 0.082 0.082 0.077 0.069 0.063 0.058 0.050 0.045 0.048,
MitsuBa 0.793 0.792 0.744 0.778 0.781 0.734 0.664 061s 0.565 0.499 0.447 0.484
itsuB2 1.461 1.732 1.983 2.219 2.170 2.159 2.039 1920 1.728 1.643, 1492 1.706
MitsuB3 0.095, 0.093 0.085, 0.088 0.087 0.082 0.074 0.066 0.061 0.051 0.046 0.048,
ExOut 1.630 1.984 2.087 2.207 2.234 2144 2.060 1951 1.807 1.729 1518 1.716
MitOut 1.481 1.757 2.019 2.268 2.215 2.208 2.087 1962 1.765 1.67 1525 1.744
our 2.945 3.689 4.019 4.431 4.400 4.298 4.099 3.888 3.534 3.386 3.027 3.448
Structure_averages
Inflow Peak {m3/] 2.438 2.565 2.513 2.616 2.658 2.538 2.355 2.201 1.998 1.889 1.6654 1.8616
Outflow Peak [r3/s] 1.461 1.732 1.983 2.219 2.170 2.159 2.039 1920 1.728 1.643, 1.4916 1.7058
Inflow Volume [m3] 2068.4 2734.4 3277.1 3745.5 4159.6 5207 6094.3 7463.3 8597.4 10511.2 128095 146308
‘Max Vol Stored {m3} 658 819.6 899.8 949.4 938.9 933.5 399.2 8611 798.7 753.3, 686.6 736.8
Max Water Elev (m] 2.499 2.677 2.760 2.810 2.799 2.793 2.758 2717 2.652 2.599 25278 2.5769
‘ARR2019 Actual above mean
&SUBL 0.796 0.797 0.758 0.798 0.79 0.795 0.743, 0.628 0.577 0.52 0.486 0.521,
exSUB2 1.549 1.93 2.06 244 2.475 2.135 2.007 2.004 1.806 1.693, 1482 1.697
&xSUB3 0.085, 0.084 0.083, 0.083 0.082 0.083, 0.076 0.064 0.061, 0.052 0.048 0.052
MitsuBa 0.796 0.797 0.758 0.798 0.79 0.795 0.743 0.628 0.577 0.52 0.486 0.521,
MitsuB2 1.461 1734 2.008 2.245 2.268 2.182 2411 2052 1.763 1.746 1s 2.419
itsuB3 0.096 0.093, 0.09 0.092 0.087 0.089 0.078 0.066 0.061, 0.053 0.049 0.052
ExOut 1.634 2.007 2.129 2.256 2.257 2.206 2.061 2.067 1.856 1745, 1523 1.743
MitOut 1.482 1.758 2.023, 2.292 2.317 2.228 2.161 2.097 18 1.78 1533 2.475
our 2.947 3.733 4.031 4.495 4.457 4.369 4.224 413 3.606 3.391 3.053 3.46,
Structure Actual above mean
Inflow Peak {m3/s] 2.404 2.638, 2.531 2.75 2.457 2.891 2.25 2.327 2.102 2.063, 1629 2.528
Outflow Peak [r3/s] 1.461 1.734 2.008 2.245, 2.268 2.182 2411 2052 1.763 1.746 as 2.419
Inflow Volume [m3] 2069 2735 3277 3747 4162 5206 6094 7472-8598 10511 12819 14668
‘Max Vol Stored [m3] 658 821 905 955 960 942 927 914 839 828 681 991
Max Water Elev (m] 2.499 2.678 2.765 2.815, 2.82 2.802 2.787 2.774 2.698 2.686 2524 2.852