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Flood Investigation & Stormwater Quantity Management Plan

Attached to the e-mail Doonella Stage C (Email 4 of 7) IDAS Forms 1 & 6 and Flood Investigation - OPW14/0197.

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Flood Investigation & Stormwater Quantity Management Plan
Proposed Residential Development at Doonella - Stage C

#####START_RESULTS_STORM_8

#####START_CATCHMENT_SUMMARY############################################
Catchment area   (hectares) =        18.18
Impervious percent      (%) =        50.46
Rainfall depth         (mm) =        85.81
Excess rainfall        (mm) =        71.51
Calc. runoff depth     (mm) =        71.42 - from bottom subarea
Recd. runoff depth     (mm) =         0.00 - from bottom subarea
Calc. peak discharge (m3/s) =         3.084 - from bottom subarea
Recd. peak discharge (m3/s) =         0.000 - from bottom subarea
#####END_CATCHMENT_SUMMARY##############################################

#####START_VOLUME_SUMMARY#######################################################################
SUBAREA DIRECTED IMPORTED       LOCAL      LOCAL    DIRECTED    IMPORTED     OUTFLOW     BALANCE
           TO TOP   TO TOP   PERVIOUS IMPERVIOUS   TO BOTTOM   TO BOTTOM
         (Volumes in thousands m3)
A
       0.000        0.000       1.147      0.369       0.000       0.000       1.516       0.000
B1
       1.516        0.000       0.940      1.554       0.000       0.000       4.008       0.001
Dodonaea
       4.008        0.000       0.000      0.000       0.000       0.000       4.007       0.001
B2
       4.015        0.000       0.465      0.630       0.000       0.000       5.100       0.009
C1
       0.000        0.000       0.326      0.890       0.000       0.000       1.216       0.000
C3
       0.000        0.000       0.020      0.121       0.000       0.000       0.141       0.000
C2
       0.141        0.000       0.299      1.026       0.000       0.000       1.465       0.002
Twigrush
       2.681        0.000       0.000      0.000       0.000       0.000       2.680       0.000
D3
       0.000        0.000       0.779      0.402       0.000       0.000       1.181       0.000
D1
       0.000        0.000       0.134      0.168       7.803       0.000       8.105       0.000
D2
       9.286        0.000       1.097      2.622       0.000       0.000      12.986       0.019
OUT
      12.986        0.000       0.000      0.000       0.000       0.000      12.986       0.000
#####END_VOLUME_SUMMARY#########################################################################

#####START_PEAK_SUMMARY###############################################################
SUBAREA OUT_STR       STREAM  STREAM     LOCAL     LOCAL    DIRECTED OUTLET_STRUCTURE
         1=exist         TOP  BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW       OUTFLOW
                   including                               including
                 imported to                             imported to
                        TOP                                  BOTTOM
                                                                   (Discharges in m3/s)
A             0        0.000   0.000     0.484     0.188     0.000      0.623     0.623
B1            0        0.623   0.461     0.412     0.735     0.000      1.413     1.413
Dodonaea      1        1.413   1.413     0.000     0.000     0.000      1.413     0.623
B2            1        0.623   0.622     0.227     0.313     0.000      0.931     0.931
C1            0        0.000   0.000     0.167     0.434     0.000      0.601     0.601
C3            1        0.000   0.000     0.015     0.065     0.000      0.080     0.080
C2            0        0.080   0.051     0.156     0.497     0.000      0.697     0.697
Twigrush      1        1.298   1.298     0.000     0.000     0.000      1.298     0.939
D3            0        0.000   0.000     0.353     0.204     0.000      0.529     0.529
D1            0        0.000   0.000     0.081     0.089     1.828      1.962     1.962
D2            0        2.466   1.950     0.467     1.203     0.000      3.084     3.084
OUT           0        3.084   3.084     0.000     0.000     0.000      3.084     3.084
#####END_PEAK_SUMMARY#################################################################

#####START_TIME_SUMMARY#########################################################
SUBAREA OUT_STR   STREAM   STREAM    LOCAL    LOCAL   DIRECTED OUTLET_STRUCTURE
         1=exist     TOP   BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW   OUTFLOW
                  (Times in minutes)
A             0       0.0      0.0     40.0     35.0      0.0     40.0     40.0
B1            0      40.0     46.7     40.0     35.0      0.0     40.0     40.0
Dodonaea      1      40.0     40.0      0.0      0.0      0.0     40.0     70.0
B2            1      70.0     75.0     40.0     35.0      0.0     35.0     35.0
C1            0       0.0      0.0     35.0     35.0      0.0     35.0     35.0


B09182.W-02A


[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan BROWN
Proposed Residential Development at Doonella - Stage C Smart Water

 

#####START_RESULTS_STORM_8

#HHHS TART_CATCHMENT_SUMMARY #4444344: # HEH AEH HEA AEE HE AE AE

Catchment area (hectares) = 18.18
Impervious percent (%) = 50.46
Rainfall depth (mm) = 85.81
Excess rainfall (mm) = 71.51
Calc. runoff depth (mm) = 71.42 - from bottom subarea
Recd. runoff depth (mm) = 0.00 - from bottom subarea
Calc. peak discharge (m3/s) = 3.084 - from bottom subarea
Recd. peak discharge (m3/s) = 0.000 - from bottom subarea

##AHEND_CATCHMENT_SUMMARY #4444434 EEE A HEH A HEH HEE HEE AE

#HHHSTART_VOLUME_SUMMAR Y #4444 #444 AEE HEAT AE A AEA EAE EAE AEE AEA EAE EEE
SUBAREA DIRECTED IMPORTED LOCAL LOCAL DIRECTED IMPORTED OUTFLOW BALANCE
TO TOP TO TOP PERVIOUS IMPERVIOUS TO BOTTOM TO BOTTOM
(Volumes in thousands m3)

A

0.000 0.000 1.147 0.369 0.000 0.000 1.516 0.000
Bl

1.516 0.000 0.940 1.554 0.000 0.000 4.008 0.001
Dodonaea

4.008 0.000 0.000 0.000 0.000 0.000 4.007 0.001
B2

4.015 0.000 0.465 0.630 0.000 0.000 5.100 0.009
cl

0.000 0.000 0.326 0.890 0.000 0.000 1.216 0.000
c3

0.000 0.000 0.020 0.121 0.000 0.000 0.141 0.000
c2

0.141 0.000 0.299 1.026 0.000 0.000 1.465 0.002
Twigrush

2.681 0.000 0.000 0.000 0.000 0.000 2.680 0.000
D3

0.000 0.000 0.779 0.402 0.000 0.000 1.181 0.000
Dl

0.000 0.000 0.134 0.168 7.803 0.000 8.105 0.000
D2

9.286 0.000 1.097 2.622 0.000 0.000 12.986 0.019
OUT

12.986 0.000 0.000 0.000 0.000 0.000 12.986 0.000

##HAHEND_VOLUME_SUMMAR Y #4444444 EEE EEE A HEE AEE HEE HE EAE AE

##HHHSTART_PEAK_SUMMAR Y #444 AH A AH A HA AE A AE EEE

SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
1=exist TOP BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW OUTFLOW

including including

imported to imported to

TOP BOTTOM
(Discharges in m3/s)
A 0 0.000 0.000 0.484 0.188 0.000 0.623 0.623
Bl 0 0.623 0.461 0.412 0.735 0.000 1.413 1.413
Dodonaea 1 1.413 1.413 0.000 0.000 0.000 1.413 0.623
B2 1 0.623 0.622 0.227 0.313 0.000 0.931 0.931
cl 0 0.000 0.000 0.167 0.434 0.000 0.601 0.601
c3 1 0.000 0.000 0.015 0.065 0.000 0.080 0.080
c2 0 0.080 0.051 0.156 0.497 0.000 0.697 0.697
Twigrush 1 1.298 1.298 0.000 0.000 0.000 1.298 0.939
D3 0 0.000 0.000 0.353 0.204 0.000 0.529 0.529
Dl 0 0.000 0.000 0.081 0.089 1.828 1.962 1.962
D2 0 2.466 1.950 0.467 1.203 0.000 3.084 3.084
OUT 0 3.084 3.084 0.000 0.000 0.000 3.084 3.084

#AHEND_PEAK_SUMMARY # at #4 EEE EEE TEE AEA HAE HAE AEE AEE EE

HHHHS TART_TIME_SUMMARY #444444 EEE AEE AEA HE AEH HE AEH AEE AE
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE

1=exist TOP BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW OUTFLOW

(Times in minutes)
A 0 0.0 0.0 40.0 35.0 0.0 40.0 40.0
Bl 0 40.0 46.7 40.0 35.0 0.0 40.0 40.0
Dodonaea 1 40.0 40.0 0.0 0.0 0.0 40.0 70.0
B2 1 70.0 75.0 40.0 35.0 0.0 35.0 35.0
cl 0 0.0 0.0 35.0 35.0 0.0 35.0 35.0

 

B09182.W-02A
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